id	sid	tid	token	lemma	pos
esrj-93320	1	1	keywords	keyword	NOUN
esrj-93320	1	2	:	:	PUNCT
esrj-93320	1	3	fuzzy	fuzzy	ADJ
esrj-93320	1	4	statistics	statistic	NOUN
esrj-93320	1	5	;	;	PUNCT
esrj-93320	1	6	rock	rock	NOUN
esrj-93320	1	7	slope	slope	NOUN
esrj-93320	1	8	;	;	PUNCT
esrj-93320	1	9	stability	stability	NOUN
esrj-93320	1	10	;	;	PUNCT
esrj-93320	1	11	finite	finite	PROPN
esrj-93320	1	12	element	element	NOUN
esrj-93320	1	13	analysis	analysis	NOUN
esrj-93320	1	14	palabras	palabra	NOUN
esrj-93320	1	15	clave	clave	NOUN
esrj-93320	1	16	:	:	PUNCT
esrj-93320	1	17	estadísticas	estadísticas	PROPN
esrj-93320	1	18	difusas	difusa	NOUN
esrj-93320	1	19	;	;	PUNCT
esrj-93320	1	20	pendiente	pendiente	PROPN
esrj-93320	1	21	de	de	PROPN
esrj-93320	1	22	roca	roca	PROPN
esrj-93320	1	23	;	;	PUNCT
esrj-93320	1	24	análisis	análisis	PROPN
esrj-93320	1	25	de	de	PROPN
esrj-93320	1	26	elementos	elementos	PROPN
esrj-93320	1	27	finitos	finitos	NOUN
esrj-93320	1	28	.	.	PUNCT
esrj-93320	2	1	how	how	SCONJ
esrj-93320	2	2	to	to	PART
esrj-93320	2	3	cite	cite	VERB
esrj-93320	2	4	item	item	PROPN
esrj-93320	2	5	wang	wang	PROPN
esrj-93320	2	6	,	,	PUNCT
esrj-93320	2	7	z.	z.	PROPN
esrj-93320	2	8	,	,	PUNCT
esrj-93320	2	9	&	&	CCONJ
esrj-93320	2	10	lin	lin	PROPN
esrj-93320	2	11	,	,	PUNCT
esrj-93320	2	12	m.	m.	NOUN
esrj-93320	2	13	(	(	PUNCT
esrj-93320	2	14	2021	2021	NUM
esrj-93320	2	15	)	)	PUNCT
esrj-93320	2	16	.	.	PUNCT
esrj-93320	3	1	finite	finite	PROPN
esrj-93320	3	2	element	element	NOUN
esrj-93320	3	3	analysis	analysis	NOUN
esrj-93320	3	4	method	method	NOUN
esrj-93320	3	5	of	of	ADP
esrj-93320	3	6	slope	slope	NOUN
esrj-93320	3	7	stability	stability	NOUN
esrj-93320	3	8	based	base	VERB
esrj-93320	3	9	on	on	ADP
esrj-93320	3	10	fuzzy	fuzzy	ADJ
esrj-93320	3	11	statistics	statistic	NOUN
esrj-93320	3	12	.	.	PUNCT
esrj-93320	4	1	earth	earth	PROPN
esrj-93320	4	2	sciences	sciences	PROPN
esrj-93320	4	3	research	research	PROPN
esrj-93320	4	4	journal	journal	PROPN
esrj-93320	4	5	,	,	PUNCT
esrj-93320	4	6	25(1	25(1	NUM
esrj-93320	4	7	)	)	PUNCT
esrj-93320	4	8	,	,	PUNCT
esrj-93320	4	9	123	123	NUM
esrj-93320	4	10	-	-	SYM
esrj-93320	4	11	130	130	NUM
esrj-93320	4	12	.	.	PUNCT
esrj-93320	5	1	doi	doi	NOUN
esrj-93320	5	2	:	:	PUNCT
esrj-93320	6	1	https://doi	https://doi	PROPN
esrj-93320	6	2	.	.	PUNCT
esrj-93320	7	1	org/10.15446	org/10.15446	NOUN
esrj-93320	7	2	/	/	SYM
esrj-93320	7	3	esrj.v25n1.93320	esrj.v25n1.93320	NOUN
esrj-93320	7	4	in	in	ADP
esrj-93320	7	5	order	order	NOUN
esrj-93320	7	6	to	to	PART
esrj-93320	7	7	reduce	reduce	VERB
esrj-93320	7	8	the	the	DET
esrj-93320	7	9	risk	risk	NOUN
esrj-93320	7	10	of	of	ADP
esrj-93320	7	11	slope	slope	NOUN
esrj-93320	7	12	stability	stability	NOUN
esrj-93320	7	13	evaluation	evaluation	NOUN
esrj-93320	7	14	due	due	ADP
esrj-93320	7	15	to	to	ADP
esrj-93320	7	16	the	the	DET
esrj-93320	7	17	fuzziness	fuzziness	NOUN
esrj-93320	7	18	of	of	ADP
esrj-93320	7	19	calculation	calculation	NOUN
esrj-93320	7	20	parameters	parameter	NOUN
esrj-93320	7	21	,	,	PUNCT
esrj-93320	7	22	a	a	DET
esrj-93320	7	23	finite	finite	ADJ
esrj-93320	7	24	element	element	NOUN
esrj-93320	7	25	analysis	analysis	NOUN
esrj-93320	7	26	method	method	NOUN
esrj-93320	7	27	of	of	ADP
esrj-93320	7	28	slope	slope	NOUN
esrj-93320	7	29	stability	stability	NOUN
esrj-93320	7	30	based	base	VERB
esrj-93320	7	31	on	on	ADP
esrj-93320	7	32	fuzzy	fuzzy	ADJ
esrj-93320	7	33	statistics	statistic	NOUN
esrj-93320	7	34	is	be	AUX
esrj-93320	7	35	proposed	propose	VERB
esrj-93320	7	36	.	.	PUNCT
esrj-93320	8	1	based	base	VERB
esrj-93320	8	2	on	on	ADP
esrj-93320	8	3	the	the	DET
esrj-93320	8	4	principle	principle	NOUN
esrj-93320	8	5	of	of	ADP
esrj-93320	8	6	quasi	quasi	ADJ
esrj-93320	8	7	-	-	ADJ
esrj-93320	8	8	static	static	ADJ
esrj-93320	8	9	method	method	NOUN
esrj-93320	8	10	and	and	CCONJ
esrj-93320	8	11	with	with	ADP
esrj-93320	8	12	the	the	DET
esrj-93320	8	13	help	help	NOUN
esrj-93320	8	14	of	of	ADP
esrj-93320	8	15	the	the	DET
esrj-93320	8	16	finite	finite	PROPN
esrj-93320	8	17	element	element	PROPN
esrj-93320	8	18	software	software	NOUN
esrj-93320	8	19	comsol	comsol	NOUN
esrj-93320	8	20	multiphysics	multiphysic	NOUN
esrj-93320	8	21	,	,	PUNCT
esrj-93320	8	22	this	this	DET
esrj-93320	8	23	paper	paper	NOUN
esrj-93320	8	24	studies	study	VERB
esrj-93320	8	25	the	the	DET
esrj-93320	8	26	stability	stability	NOUN
esrj-93320	8	27	of	of	ADP
esrj-93320	8	28	the	the	DET
esrj-93320	8	29	gravel	gravel	NOUN
esrj-93320	8	30	soil	soil	NOUN
esrj-93320	8	31	accumulation	accumulation	NOUN
esrj-93320	8	32	rock	rock	NOUN
esrj-93320	8	33	slope	slope	NOUN
esrj-93320	8	34	under	under	ADP
esrj-93320	8	35	the	the	DET
esrj-93320	8	36	action	action	NOUN
esrj-93320	8	37	of	of	ADP
esrj-93320	8	38	different	different	ADJ
esrj-93320	8	39	seismic	seismic	ADJ
esrj-93320	8	40	acceleration	acceleration	NOUN
esrj-93320	8	41	.	.	PUNCT
esrj-93320	9	1	by	by	ADP
esrj-93320	9	2	analyzing	analyze	VERB
esrj-93320	9	3	the	the	DET
esrj-93320	9	4	displacement	displacement	NOUN
esrj-93320	9	5	,	,	PUNCT
esrj-93320	9	6	plastic	plastic	NOUN
esrj-93320	9	7	zone	zone	NOUN
esrj-93320	9	8	and	and	CCONJ
esrj-93320	9	9	safety	safety	NOUN
esrj-93320	9	10	factor	factor	NOUN
esrj-93320	9	11	of	of	ADP
esrj-93320	9	12	the	the	DET
esrj-93320	9	13	rock	rock	NOUN
esrj-93320	9	14	soil	soil	NOUN
esrj-93320	9	15	slope	slope	NOUN
esrj-93320	9	16	,	,	PUNCT
esrj-93320	9	17	the	the	DET
esrj-93320	9	18	stability	stability	NOUN
esrj-93320	9	19	of	of	ADP
esrj-93320	9	20	the	the	DET
esrj-93320	9	21	rock	rock	NOUN
esrj-93320	9	22	soil	soil	NOUN
esrj-93320	9	23	slope	slope	NOUN
esrj-93320	9	24	is	be	AUX
esrj-93320	9	25	analyzed	analyze	VERB
esrj-93320	9	26	.	.	PUNCT
esrj-93320	10	1	the	the	DET
esrj-93320	10	2	research	research	NOUN
esrj-93320	10	3	results	result	NOUN
esrj-93320	10	4	show	show	VERB
esrj-93320	10	5	that	that	SCONJ
esrj-93320	10	6	the	the	DET
esrj-93320	10	7	fuzziness	fuzziness	NOUN
esrj-93320	10	8	of	of	ADP
esrj-93320	10	9	mechanical	mechanical	ADJ
esrj-93320	10	10	parameters	parameter	NOUN
esrj-93320	10	11	of	of	ADP
esrj-93320	10	12	rock	rock	NOUN
esrj-93320	10	13	and	and	CCONJ
esrj-93320	10	14	soil	soil	NOUN
esrj-93320	10	15	slope	slope	NOUN
esrj-93320	10	16	will	will	AUX
esrj-93320	10	17	lead	lead	VERB
esrj-93320	10	18	to	to	ADP
esrj-93320	10	19	the	the	DET
esrj-93320	10	20	fuzziness	fuzziness	NOUN
esrj-93320	10	21	of	of	ADP
esrj-93320	10	22	position	position	NOUN
esrj-93320	10	23	displacement	displacement	NOUN
esrj-93320	10	24	and	and	CCONJ
esrj-93320	10	25	stress	stress	NOUN
esrj-93320	10	26	analysis	analysis	NOUN
esrj-93320	10	27	results	result	NOUN
esrj-93320	10	28	of	of	ADP
esrj-93320	10	29	rock	rock	NOUN
esrj-93320	10	30	and	and	CCONJ
esrj-93320	10	31	soil	soil	NOUN
esrj-93320	10	32	slope	slope	NOUN
esrj-93320	10	33	,	,	PUNCT
esrj-93320	10	34	and	and	CCONJ
esrj-93320	10	35	the	the	DET
esrj-93320	10	36	analysis	analysis	NOUN
esrj-93320	10	37	of	of	ADP
esrj-93320	10	38	rock	rock	NOUN
esrj-93320	10	39	and	and	CCONJ
esrj-93320	10	40	soil	soil	NOUN
esrj-93320	10	41	slope	slope	NOUN
esrj-93320	10	42	with	with	ADP
esrj-93320	10	43	the	the	DET
esrj-93320	10	44	method	method	NOUN
esrj-93320	10	45	of	of	ADP
esrj-93320	10	46	fuzzy	fuzzy	ADJ
esrj-93320	10	47	finite	finite	PROPN
esrj-93320	10	48	element	element	NOUN
esrj-93320	10	49	analysis	analysis	NOUN
esrj-93320	10	50	can	can	AUX
esrj-93320	10	51	strengthen	strengthen	VERB
esrj-93320	10	52	the	the	DET
esrj-93320	10	53	comprehensive	comprehensive	ADJ
esrj-93320	10	54	understanding	understanding	NOUN
esrj-93320	10	55	of	of	ADP
esrj-93320	10	56	position	position	NOUN
esrj-93320	10	57	displacement	displacement	NOUN
esrj-93320	10	58	,	,	PUNCT
esrj-93320	10	59	stress	stress	NOUN
esrj-93320	10	60	and	and	CCONJ
esrj-93320	10	61	safety	safety	NOUN
esrj-93320	10	62	of	of	ADP
esrj-93320	10	63	rock	rock	NOUN
esrj-93320	10	64	and	and	CCONJ
esrj-93320	10	65	soil	soil	NOUN
esrj-93320	10	66	slope	slope	NOUN
esrj-93320	10	67	by	by	ADP
esrj-93320	10	68	engineers	engineer	NOUN
esrj-93320	10	69	and	and	CCONJ
esrj-93320	10	70	technicians	technician	NOUN
esrj-93320	10	71	,	,	PUNCT
esrj-93320	10	72	and	and	CCONJ
esrj-93320	10	73	reduce	reduce	VERB
esrj-93320	10	74	the	the	DET
esrj-93320	10	75	stability	stability	NOUN
esrj-93320	10	76	of	of	ADP
esrj-93320	10	77	rock	rock	NOUN
esrj-93320	10	78	and	and	CCONJ
esrj-93320	10	79	soil	soil	NOUN
esrj-93320	10	80	slope	slope	NOUN
esrj-93320	10	81	due	due	ADP
esrj-93320	10	82	to	to	ADP
esrj-93320	10	83	the	the	DET
esrj-93320	10	84	fuzziness	fuzziness	NOUN
esrj-93320	10	85	of	of	ADP
esrj-93320	10	86	calculation	calculation	NOUN
esrj-93320	10	87	parameters	parameter	NOUN
esrj-93320	10	88	to	to	ADP
esrj-93320	10	89	a	a	DET
esrj-93320	10	90	certain	certain	ADJ
esrj-93320	10	91	extent	extent	NOUN
esrj-93320	10	92	evaluate	evaluate	VERB
esrj-93320	10	93	the	the	DET
esrj-93320	10	94	risk	risk	NOUN
esrj-93320	10	95	qualitatively	qualitatively	ADV
esrj-93320	10	96	.	.	PUNCT
esrj-93320	11	1	abstract	abstract	ADJ
esrj-93320	11	2	finite	finite	PROPN
esrj-93320	11	3	element	element	NOUN
esrj-93320	11	4	analysis	analysis	NOUN
esrj-93320	11	5	method	method	NOUN
esrj-93320	11	6	of	of	ADP
esrj-93320	11	7	slope	slope	NOUN
esrj-93320	11	8	stability	stability	NOUN
esrj-93320	11	9	based	base	VERB
esrj-93320	11	10	on	on	ADP
esrj-93320	11	11	fuzzy	fuzzy	ADJ
esrj-93320	11	12	statistics	statistic	NOUN
esrj-93320	11	13	método	método	X
esrj-93320	11	14	de	de	X
esrj-93320	11	15	análisis	análisis	PROPN
esrj-93320	11	16	de	de	PROPN
esrj-93320	11	17	los	los	PROPN
esrj-93320	11	18	elementos	elementos	PROPN
esrj-93320	11	19	finitos	finitos	PROPN
esrj-93320	11	20	para	para	PROPN
esrj-93320	11	21	estabilidad	estabilidad	PROPN
esrj-93320	11	22	de	de	X
esrj-93320	11	23	taludes	taludes	PROPN
esrj-93320	11	24	con	con	PROPN
esrj-93320	11	25	base	base	PROPN
esrj-93320	11	26	en	en	PROPN
esrj-93320	11	27	estadísticas	estadísticas	PROPN
esrj-93320	11	28	difusas	difusas	PROPN
esrj-93320	11	29	issn	issn	PROPN
esrj-93320	11	30	1794	1794	NUM
esrj-93320	11	31	-	-	SYM
esrj-93320	11	32	6190	6190	NUM
esrj-93320	11	33	e	e	NOUN
esrj-93320	11	34	-	-	NOUN
esrj-93320	11	35	issn	issn	PROPN
esrj-93320	11	36	2339	2339	NUM
esrj-93320	11	37	-	-	SYM
esrj-93320	11	38	3459	3459	NUM
esrj-93320	11	39	https://doi.org/10.15446/esrj.v25n1.93320	https://doi.org/10.15446/esrj.v25n1.93320	NOUN
esrj-93320	11	40	con	con	PROPN
esrj-93320	11	41	el	el	PROPN
esrj-93320	11	42	fin	fin	PROPN
esrj-93320	11	43	de	de	X
esrj-93320	11	44	reducir	reducir	PROPN
esrj-93320	11	45	el	el	PROPN
esrj-93320	11	46	riesgo	riesgo	PROPN
esrj-93320	11	47	de	de	X
esrj-93320	11	48	evaluación	evaluación	PROPN
esrj-93320	11	49	en	en	X
esrj-93320	11	50	la	la	X
esrj-93320	11	51	estabilidad	estabilidad	PROPN
esrj-93320	11	52	de	de	X
esrj-93320	11	53	taludes	taludes	PROPN
esrj-93320	11	54	debido	debido	VERB
esrj-93320	11	55	a	a	X
esrj-93320	11	56	la	la	X
esrj-93320	11	57	falta	falta	X
esrj-93320	11	58	de	de	X
esrj-93320	11	59	claridad	claridad	PROPN
esrj-93320	11	60	de	de	X
esrj-93320	11	61	los	los	PROPN
esrj-93320	11	62	parámetros	parámetros	PROPN
esrj-93320	11	63	de	de	X
esrj-93320	11	64	cálculo	cálculo	PROPN
esrj-93320	11	65	,	,	PUNCT
esrj-93320	11	66	en	en	X
esrj-93320	11	67	este	este	X
esrj-93320	11	68	estudio	estudio	PROPN
esrj-93320	11	69	se	se	PROPN
esrj-93320	11	70	propone	propone	PROPN
esrj-93320	11	71	un	un	PROPN
esrj-93320	11	72	método	método	PROPN
esrj-93320	11	73	de	de	PROPN
esrj-93320	11	74	análisis	análisis	PROPN
esrj-93320	11	75	de	de	PROPN
esrj-93320	11	76	elementos	elementos	PROPN
esrj-93320	11	77	finitos	finitos	PROPN
esrj-93320	11	78	con	con	PROPN
esrj-93320	11	79	base	base	PROPN
esrj-93320	11	80	en	en	PROPN
esrj-93320	11	81	estadísticas	estadísticas	PROPN
esrj-93320	11	82	difusas	difusa	NOUN
esrj-93320	11	83	.	.	PUNCT
esrj-93320	12	1	basado	basado	PROPN
esrj-93320	12	2	en	en	PROPN
esrj-93320	12	3	el	el	PROPN
esrj-93320	12	4	principio	principio	PROPN
esrj-93320	12	5	del	del	PROPN
esrj-93320	12	6	método	método	PROPN
esrj-93320	12	7	cuasi	cuasi	NOUN
esrj-93320	12	8	-	-	PUNCT
esrj-93320	12	9	estático	estático	PROPN
esrj-93320	12	10	y	y	PROPN
esrj-93320	12	11	con	con	PROPN
esrj-93320	12	12	la	la	PROPN
esrj-93320	12	13	ayuda	ayuda	PROPN
esrj-93320	12	14	del	del	PROPN
esrj-93320	12	15	software	software	PROPN
esrj-93320	12	16	multifísico	multifísico	PROPN
esrj-93320	12	17	de	de	PROPN
esrj-93320	12	18	elementos	elementos	PROPN
esrj-93320	12	19	finitos	finitos	PROPN
esrj-93320	12	20	comsol	comsol	PROPN
esrj-93320	12	21	,	,	PUNCT
esrj-93320	12	22	este	este	X
esrj-93320	12	23	trabajo	trabajo	PROPN
esrj-93320	12	24	estudia	estudia	PROPN
esrj-93320	12	25	la	la	X
esrj-93320	12	26	estabilidad	estabilidad	PROPN
esrj-93320	12	27	del	del	X
esrj-93320	12	28	talud	talud	PROPN
esrj-93320	12	29	de	de	PROPN
esrj-93320	12	30	roca	roca	PROPN
esrj-93320	12	31	con	con	PROPN
esrj-93320	12	32	acumulación	acumulación	PROPN
esrj-93320	12	33	de	de	X
esrj-93320	12	34	grava	grava	PROPN
esrj-93320	12	35	en	en	X
esrj-93320	12	36	suelo	suelo	NOUN
esrj-93320	12	37	bajo	bajo	PROPN
esrj-93320	12	38	la	la	PROPN
esrj-93320	12	39	acción	acción	PROPN
esrj-93320	12	40	de	de	PROPN
esrj-93320	12	41	diferentes	diferentes	PROPN
esrj-93320	12	42	aceleraciones	aceleracione	NOUN
esrj-93320	12	43	sísmicas	sísmica	NOUN
esrj-93320	12	44	.	.	PUNCT
esrj-93320	13	1	al	al	PROPN
esrj-93320	13	2	analizar	analizar	PROPN
esrj-93320	13	3	el	el	PROPN
esrj-93320	13	4	desplazamiento	desplazamiento	PROPN
esrj-93320	13	5	,	,	PUNCT
esrj-93320	13	6	la	la	PROPN
esrj-93320	13	7	zona	zona	PROPN
esrj-93320	13	8	plástica	plástica	PROPN
esrj-93320	13	9	y	y	PROPN
esrj-93320	13	10	el	el	PROPN
esrj-93320	13	11	factor	factor	PROPN
esrj-93320	13	12	de	de	PROPN
esrj-93320	13	13	seguridad	seguridad	PROPN
esrj-93320	13	14	,	,	PUNCT
esrj-93320	13	15	se	se	PROPN
esrj-93320	13	16	analiza	analiza	PROPN
esrj-93320	13	17	la	la	PROPN
esrj-93320	13	18	estabilidad	estabilidad	PROPN
esrj-93320	13	19	del	del	X
esrj-93320	13	20	talud	talud	PROPN
esrj-93320	13	21	del	del	PROPN
esrj-93320	13	22	suelo	suelo	NOUN
esrj-93320	13	23	rocoso	rocoso	NOUN
esrj-93320	13	24	.	.	PUNCT
esrj-93320	14	1	los	los	PROPN
esrj-93320	14	2	resultados	resultados	PROPN
esrj-93320	14	3	de	de	X
esrj-93320	14	4	la	la	PROPN
esrj-93320	14	5	investigación	investigación	PROPN
esrj-93320	14	6	muestran	muestran	NOUN
esrj-93320	14	7	que	que	PROPN
esrj-93320	14	8	la	la	PROPN
esrj-93320	14	9	falta	falta	PROPN
esrj-93320	14	10	de	de	X
esrj-93320	14	11	claridad	claridad	PROPN
esrj-93320	14	12	de	de	PROPN
esrj-93320	14	13	los	los	PROPN
esrj-93320	14	14	parámetros	parámetros	PROPN
esrj-93320	14	15	mecánicos	mecánicos	PROPN
esrj-93320	14	16	de	de	PROPN
esrj-93320	14	17	la	la	X
esrj-93320	14	18	pendiente	pendiente	PROPN
esrj-93320	14	19	de	de	X
esrj-93320	14	20	la	la	PROPN
esrj-93320	14	21	roca	roca	PROPN
esrj-93320	14	22	y	y	PROPN
esrj-93320	14	23	del	del	PROPN
esrj-93320	14	24	suelo	suelo	PROPN
esrj-93320	14	25	conducirá	conducirá	VERB
esrj-93320	14	26	a	a	DET
esrj-93320	14	27	la	la	X
esrj-93320	14	28	falta	falta	X
esrj-93320	14	29	de	de	X
esrj-93320	14	30	claridad	claridad	PROPN
esrj-93320	14	31	del	del	PROPN
esrj-93320	14	32	desplazamiento	desplazamiento	PROPN
esrj-93320	14	33	de	de	PROPN
esrj-93320	14	34	posición	posición	PROPN
esrj-93320	14	35	y	y	PROPN
esrj-93320	14	36	los	los	PROPN
esrj-93320	14	37	resultados	resultado	VERB
esrj-93320	14	38	del	del	PROPN
esrj-93320	14	39	análisis	análisis	PROPN
esrj-93320	14	40	de	de	PROPN
esrj-93320	14	41	tensión	tensión	PROPN
esrj-93320	14	42	de	de	X
esrj-93320	14	43	la	la	X
esrj-93320	14	44	pendiente	pendiente	PROPN
esrj-93320	14	45	de	de	X
esrj-93320	14	46	la	la	PROPN
esrj-93320	14	47	roca	roca	PROPN
esrj-93320	14	48	y	y	PROPN
esrj-93320	14	49	el	el	PROPN
esrj-93320	14	50	suelo	suelo	PROPN
esrj-93320	14	51	.	.	PUNCT
esrj-93320	15	1	el	el	PROPN
esrj-93320	15	2	análisis	análisis	PROPN
esrj-93320	15	3	de	de	PROPN
esrj-93320	15	4	la	la	X
esrj-93320	15	5	pendiente	pendiente	PROPN
esrj-93320	15	6	de	de	X
esrj-93320	15	7	la	la	PROPN
esrj-93320	15	8	roca	roca	PROPN
esrj-93320	15	9	y	y	PROPN
esrj-93320	15	10	el	el	PROPN
esrj-93320	15	11	suelo	suelo	PROPN
esrj-93320	15	12	con	con	PROPN
esrj-93320	15	13	el	el	PROPN
esrj-93320	15	14	método	método	PROPN
esrj-93320	15	15	de	de	PROPN
esrj-93320	15	16	análisis	análisis	PROPN
esrj-93320	15	17	difuso	difuso	PROPN
esrj-93320	15	18	de	de	PROPN
esrj-93320	15	19	elementos	elementos	PROPN
esrj-93320	15	20	finitos	finitos	PROPN
esrj-93320	15	21	puede	puede	PROPN
esrj-93320	15	22	fortalecer	fortalecer	PROPN
esrj-93320	15	23	la	la	PROPN
esrj-93320	15	24	comprensión	comprensión	PROPN
esrj-93320	15	25	integral	integral	PROPN
esrj-93320	15	26	del	del	PROPN
esrj-93320	15	27	desplazamiento	desplazamiento	PROPN
esrj-93320	15	28	de	de	PROPN
esrj-93320	15	29	posición	posición	PROPN
esrj-93320	15	30	,	,	PUNCT
esrj-93320	15	31	el	el	PROPN
esrj-93320	15	32	estrés	estrés	PROPN
esrj-93320	15	33	y	y	PROPN
esrj-93320	15	34	la	la	PROPN
esrj-93320	15	35	seguridad	seguridad	PROPN
esrj-93320	15	36	de	de	X
esrj-93320	15	37	la	la	X
esrj-93320	15	38	pendiente	pendiente	PROPN
esrj-93320	15	39	de	de	X
esrj-93320	15	40	la	la	PROPN
esrj-93320	15	41	roca	roca	PROPN
esrj-93320	15	42	y	y	PROPN
esrj-93320	15	43	el	el	PROPN
esrj-93320	15	44	suelo	suelo	PROPN
esrj-93320	15	45	por	por	PROPN
esrj-93320	15	46	parte	parte	PROPN
esrj-93320	15	47	de	de	PROPN
esrj-93320	15	48	ingenieros	ingenieros	PROPN
esrj-93320	15	49	y	y	PROPN
esrj-93320	15	50	técnicos	técnicos	PROPN
esrj-93320	15	51	,	,	PUNCT
esrj-93320	15	52	y	y	PROPN
esrj-93320	15	53	reducir	reducir	PROPN
esrj-93320	15	54	la	la	X
esrj-93320	15	55	estabilidad	estabilidad	X
esrj-93320	15	56	de	de	X
esrj-93320	15	57	la	la	X
esrj-93320	15	58	pendiente	pendiente	PROPN
esrj-93320	15	59	de	de	X
esrj-93320	15	60	la	la	PROPN
esrj-93320	15	61	roca	roca	PROPN
esrj-93320	15	62	y	y	PROPN
esrj-93320	15	63	el	el	PROPN
esrj-93320	15	64	suelo	suelo	PROPN
esrj-93320	15	65	debido	debido	VERB
esrj-93320	15	66	a	a	X
esrj-93320	15	67	la	la	X
esrj-93320	15	68	falta	falta	X
esrj-93320	15	69	de	de	X
esrj-93320	15	70	claridad	claridad	PROPN
esrj-93320	15	71	de	de	X
esrj-93320	15	72	los	los	PROPN
esrj-93320	15	73	parámetros	parámetros	PROPN
esrj-93320	15	74	de	de	PROPN
esrj-93320	15	75	cálculo	cálculo	PROPN
esrj-93320	15	76	y	y	PROPN
esrj-93320	15	77	,	,	PUNCT
esrj-93320	15	78	hasta	hasta	PROPN
esrj-93320	15	79	cierto	cierto	PROPN
esrj-93320	15	80	punto	punto	PROPN
esrj-93320	15	81	,	,	PUNCT
esrj-93320	15	82	evaluar	evaluar	PROPN
esrj-93320	15	83	el	el	PROPN
esrj-93320	15	84	riesgo	riesgo	PROPN
esrj-93320	15	85	cualitativamente	cualitativamente	PROPN
esrj-93320	15	86	.	.	PUNCT
esrj-93320	16	1	resumen	resumen	PROPN
esrj-93320	16	2	record	record	PROPN
esrj-93320	16	3	manuscript	manuscript	NOUN
esrj-93320	16	4	received	receive	VERB
esrj-93320	16	5	:	:	PUNCT
esrj-93320	16	6	13/11/2019	13/11/2019	NUM
esrj-93320	16	7	accepted	accept	VERB
esrj-93320	16	8	for	for	ADP
esrj-93320	16	9	publication	publication	NOUN
esrj-93320	16	10	:	:	PUNCT
esrj-93320	16	11	01/12/2020	01/12/2020	NUM
esrj-93320	16	12	earth	earth	PROPN
esrj-93320	16	13	sciences	sciences	PROPN
esrj-93320	16	14	research	research	PROPN
esrj-93320	16	15	journal	journal	PROPN
esrj-93320	16	16	earth	earth	PROPN
esrj-93320	16	17	sci	sci	PROPN
esrj-93320	16	18	.	.	PUNCT
esrj-93320	17	1	res	res	PROPN
esrj-93320	17	2	.	.	PUNCT
esrj-93320	18	1	j.	j.	PROPN
esrj-93320	18	2	vol	vol	PROPN
esrj-93320	18	3	.	.	PROPN
esrj-93320	19	1	25	25	NUM
esrj-93320	19	2	,	,	PUNCT
esrj-93320	19	3	no	no	INTJ
esrj-93320	19	4	.	.	NOUN
esrj-93320	19	5	1	1	NUM
esrj-93320	19	6	(	(	PUNCT
esrj-93320	19	7	march	march	NOUN
esrj-93320	19	8	,	,	PUNCT
esrj-93320	19	9	2021	2021	NUM
esrj-93320	19	10	):	):	PUNCT
esrj-93320	19	11	123	123	NUM
esrj-93320	19	12	-	-	SYM
esrj-93320	19	13	130	130	NUM
esrj-93320	19	14	zhongjie	zhongjie	NOUN
esrj-93320	19	15	wang1	wang1	NOUN
esrj-93320	19	16	,	,	PUNCT
esrj-93320	19	17	*	*	PRON
esrj-93320	19	18	,	,	PUNCT
esrj-93320	19	19	min	min	PROPN
esrj-93320	19	20	lin2	lin2	PROPN
esrj-93320	19	21	1department	1department	NUM
esrj-93320	19	22	of	of	ADP
esrj-93320	19	23	architectural	architectural	ADJ
esrj-93320	19	24	engineering	engineering	NOUN
esrj-93320	19	25	,	,	PUNCT
esrj-93320	19	26	yantai	yantai	PROPN
esrj-93320	19	27	vocational	vocational	PROPN
esrj-93320	19	28	college	college	PROPN
esrj-93320	19	29	,	,	PUNCT
esrj-93320	19	30	yantai	yantai	PROPN
esrj-93320	19	31	,	,	PUNCT
esrj-93320	19	32	264670	264670	NUM
esrj-93320	19	33	,	,	PUNCT
esrj-93320	19	34	china	china	PROPN
esrj-93320	19	35	2yantai	2yantai	NUM
esrj-93320	19	36	architectural	architectural	ADJ
esrj-93320	19	37	design	design	NOUN
esrj-93320	19	38	and	and	CCONJ
esrj-93320	19	39	research	research	PROPN
esrj-93320	19	40	co.	co.	PROPN
esrj-93320	19	41	ltd	ltd	PROPN
esrj-93320	19	42	,	,	PUNCT
esrj-93320	19	43	yantai	yantai	PROPN
esrj-93320	19	44	,	,	PUNCT
esrj-93320	19	45	264000	264000	NUM
esrj-93320	19	46	,	,	PUNCT
esrj-93320	19	47	china	china	PROPN
esrj-93320	19	48	*	*	PUNCT
esrj-93320	19	49	corresponding	correspond	VERB
esrj-93320	19	50	author	author	NOUN
esrj-93320	19	51	:	:	PUNCT
esrj-93320	19	52	jzgcxjyk@163.com	jzgcxjyk@163.com	PROPN
esrj-93320	19	53	;	;	PUNCT
esrj-93320	19	54	yt_yt@126.com	yt_yt@126.com	PROPN
esrj-93320	19	55	;	;	PUNCT
esrj-93320	19	56	g	g	PROPN
esrj-93320	19	57	eo	eo	PROPN
esrj-93320	19	58	te	te	PROPN
esrj-93320	19	59	ch	ch	PROPN
esrj-93320	19	60	ni	ni	PROPN
esrj-93320	19	61	ca	ca	PROPN
esrj-93320	19	62	l	l	PROPN
esrj-93320	19	63	en	en	ADP
esrj-93320	19	64	g	g	PROPN
esrj-93320	19	65	in	in	ADP
esrj-93320	19	66	ee	ee	PROPN
esrj-93320	19	67	ri	ri	PROPN
esrj-93320	19	68	ng	ng	PROPN
esrj-93320	19	69	https://doi.org/10.15446/esrj.v25n1.93320	https://doi.org/10.15446/esrj.v25n1.93320	NOUN
esrj-93320	19	70	https://doi.org/10.15446/esrj.v25n1.93320	https://doi.org/10.15446/esrj.v25n1.93320	NOUN
esrj-93320	19	71	https://doi.org/10.15446/esrj.v25n1.93320	https://doi.org/10.15446/esrj.v25n1.93320	X
esrj-93320	19	72	mailto:jzgcxjyk@163.com	mailto:jzgcxjyk@163.com	X
esrj-93320	19	73	mailto:yt_yt@126.com	mailto:yt_yt@126.com	PROPN
esrj-93320	19	74	124	124	NUM
esrj-93320	19	75	zhongjie	zhongjie	PROPN
esrj-93320	19	76	wang	wang	PROPN
esrj-93320	19	77	,	,	PUNCT
esrj-93320	19	78	min	min	PROPN
esrj-93320	19	79	lin	lin	PROPN
esrj-93320	19	80	introduction	introduction	NOUN
esrj-93320	19	81	small	small	ADJ
esrj-93320	19	82	and	and	CCONJ
esrj-93320	19	83	medium	medium	ADJ
esrj-93320	19	84	-	-	PUNCT
esrj-93320	19	85	sized	sized	ADJ
esrj-93320	19	86	landslides	landslide	NOUN
esrj-93320	19	87	often	often	ADV
esrj-93320	19	88	occur	occur	VERB
esrj-93320	19	89	in	in	ADP
esrj-93320	19	90	rock	rock	NOUN
esrj-93320	19	91	and	and	CCONJ
esrj-93320	19	92	soil	soil	NOUN
esrj-93320	19	93	slopes	slope	NOUN
esrj-93320	19	94	,	,	PUNCT
esrj-93320	19	95	most	most	ADJ
esrj-93320	19	96	of	of	ADP
esrj-93320	19	97	which	which	PRON
esrj-93320	19	98	occur	occur	VERB
esrj-93320	19	99	in	in	ADP
esrj-93320	19	100	a	a	DET
esrj-93320	19	101	short	short	ADJ
esrj-93320	19	102	time	time	NOUN
esrj-93320	19	103	after	after	ADP
esrj-93320	19	104	heavy	heavy	ADJ
esrj-93320	19	105	rain	rain	NOUN
esrj-93320	19	106	(	(	PUNCT
esrj-93320	19	107	canli	canli	PROPN
esrj-93320	19	108	et	et	PROPN
esrj-93320	19	109	al	al	PROPN
esrj-93320	19	110	.	.	PROPN
esrj-93320	19	111	,	,	PUNCT
esrj-93320	19	112	2018	2018	NUM
esrj-93320	19	113	)	)	PUNCT
esrj-93320	19	114	.	.	PUNCT
esrj-93320	20	1	landslides	landslide	NOUN
esrj-93320	20	2	undoubtedly	undoubtedly	ADV
esrj-93320	20	3	pose	pose	VERB
esrj-93320	20	4	a	a	DET
esrj-93320	20	5	huge	huge	ADJ
esrj-93320	20	6	hidden	hidden	ADJ
esrj-93320	20	7	danger	danger	NOUN
esrj-93320	20	8	to	to	ADP
esrj-93320	20	9	traffic	traffic	NOUN
esrj-93320	20	10	safety	safety	NOUN
esrj-93320	20	11	.	.	PUNCT
esrj-93320	21	1	due	due	ADP
esrj-93320	21	2	to	to	ADP
esrj-93320	21	3	the	the	DET
esrj-93320	21	4	lack	lack	NOUN
esrj-93320	21	5	of	of	ADP
esrj-93320	21	6	understanding	understanding	NOUN
esrj-93320	21	7	of	of	ADP
esrj-93320	21	8	the	the	DET
esrj-93320	21	9	characteristics	characteristic	NOUN
esrj-93320	21	10	of	of	ADP
esrj-93320	21	11	the	the	DET
esrj-93320	21	12	special	special	ADJ
esrj-93320	21	13	regional	regional	ADJ
esrj-93320	21	14	soil	soil	NOUN
esrj-93320	21	15	and	and	CCONJ
esrj-93320	21	16	the	the	DET
esrj-93320	21	17	rock	rock	NOUN
esrj-93320	21	18	soil	soil	NOUN
esrj-93320	21	19	slope	slope	NOUN
esrj-93320	21	20	composed	compose	VERB
esrj-93320	21	21	of	of	ADP
esrj-93320	21	22	it	it	PRON
esrj-93320	21	23	,	,	PUNCT
esrj-93320	21	24	the	the	DET
esrj-93320	21	25	design	design	NOUN
esrj-93320	21	26	and	and	CCONJ
esrj-93320	21	27	construction	construction	NOUN
esrj-93320	21	28	personnel	personnel	NOUN
esrj-93320	21	29	are	be	AUX
esrj-93320	21	30	often	often	ADV
esrj-93320	21	31	unable	unable	ADJ
esrj-93320	21	32	to	to	PART
esrj-93320	21	33	reasonably	reasonably	ADV
esrj-93320	21	34	evaluate	evaluate	VERB
esrj-93320	21	35	the	the	DET
esrj-93320	21	36	stability	stability	NOUN
esrj-93320	21	37	of	of	ADP
esrj-93320	21	38	the	the	DET
esrj-93320	21	39	rock	rock	NOUN
esrj-93320	21	40	soil	soil	NOUN
esrj-93320	21	41	slope	slope	NOUN
esrj-93320	21	42	and	and	CCONJ
esrj-93320	21	43	take	take	VERB
esrj-93320	21	44	reasonable	reasonable	ADJ
esrj-93320	21	45	protection	protection	NOUN
esrj-93320	21	46	and	and	CCONJ
esrj-93320	21	47	reinforcement	reinforcement	NOUN
esrj-93320	21	48	measures	measure	NOUN
esrj-93320	21	49	(	(	PUNCT
esrj-93320	21	50	norouzi	norouzi	INTJ
esrj-93320	21	51	et	et	PROPN
esrj-93320	21	52	al	al	PROPN
esrj-93320	21	53	.	.	PROPN
esrj-93320	21	54	,	,	PUNCT
esrj-93320	21	55	2019	2019	NUM
esrj-93320	21	56	)	)	PUNCT
esrj-93320	21	57	.	.	PUNCT
esrj-93320	22	1	therefore	therefore	ADV
esrj-93320	22	2	,	,	PUNCT
esrj-93320	22	3	it	it	PRON
esrj-93320	22	4	is	be	AUX
esrj-93320	22	5	necessary	necessary	ADJ
esrj-93320	22	6	to	to	PART
esrj-93320	22	7	systematically	systematically	ADV
esrj-93320	22	8	study	study	VERB
esrj-93320	22	9	the	the	DET
esrj-93320	22	10	deformation	deformation	NOUN
esrj-93320	22	11	mechanism	mechanism	NOUN
esrj-93320	22	12	and	and	CCONJ
esrj-93320	22	13	law	law	NOUN
esrj-93320	22	14	,	,	PUNCT
esrj-93320	22	15	stability	stability	NOUN
esrj-93320	22	16	evaluation	evaluation	NOUN
esrj-93320	22	17	method	method	NOUN
esrj-93320	22	18	,	,	PUNCT
esrj-93320	22	19	protection	protection	NOUN
esrj-93320	22	20	and	and	CCONJ
esrj-93320	22	21	reinforcement	reinforcement	NOUN
esrj-93320	22	22	of	of	ADP
esrj-93320	22	23	rock	rock	NOUN
esrj-93320	22	24	and	and	CCONJ
esrj-93320	22	25	soil	soil	NOUN
esrj-93320	22	26	slope	slope	NOUN
esrj-93320	22	27	.	.	PUNCT
esrj-93320	23	1	because	because	SCONJ
esrj-93320	23	2	the	the	DET
esrj-93320	23	3	parameters	parameter	NOUN
esrj-93320	23	4	used	use	VERB
esrj-93320	23	5	in	in	ADP
esrj-93320	23	6	geotechnical	geotechnical	ADJ
esrj-93320	23	7	analysis	analysis	NOUN
esrj-93320	23	8	have	have	VERB
esrj-93320	23	9	a	a	DET
esrj-93320	23	10	certain	certain	ADJ
esrj-93320	23	11	type	type	NOUN
esrj-93320	23	12	of	of	ADP
esrj-93320	23	13	fuzzy	fuzzy	ADJ
esrj-93320	23	14	uncertainty	uncertainty	NOUN
esrj-93320	23	15	,	,	PUNCT
esrj-93320	23	16	the	the	DET
esrj-93320	23	17	uncertainty	uncertainty	NOUN
esrj-93320	23	18	or	or	CCONJ
esrj-93320	23	19	quantity	quantity	NOUN
esrj-93320	23	20	is	be	AUX
esrj-93320	23	21	scattered	scatter	VERB
esrj-93320	23	22	.	.	PUNCT
esrj-93320	24	1	this	this	PRON
esrj-93320	24	2	is	be	AUX
esrj-93320	24	3	due	due	ADJ
esrj-93320	24	4	to	to	ADP
esrj-93320	24	5	many	many	ADJ
esrj-93320	24	6	reasons	reason	NOUN
esrj-93320	24	7	,	,	PUNCT
esrj-93320	24	8	such	such	ADJ
esrj-93320	24	9	as	as	ADP
esrj-93320	24	10	test	test	NOUN
esrj-93320	24	11	methods	method	NOUN
esrj-93320	24	12	,	,	PUNCT
esrj-93320	24	13	etc	etc	X
esrj-93320	24	14	.	.	X
esrj-93320	24	15	,	,	PUNCT
esrj-93320	24	16	people	people	NOUN
esrj-93320	24	17	can	can	AUX
esrj-93320	24	18	not	not	PART
esrj-93320	24	19	accurately	accurately	ADV
esrj-93320	24	20	obtain	obtain	VERB
esrj-93320	24	21	the	the	DET
esrj-93320	24	22	calculation	calculation	NOUN
esrj-93320	24	23	mechanical	mechanical	ADJ
esrj-93320	24	24	parameters	parameter	NOUN
esrj-93320	24	25	needed	need	VERB
esrj-93320	24	26	for	for	ADP
esrj-93320	24	27	calculation	calculation	NOUN
esrj-93320	24	28	and	and	CCONJ
esrj-93320	24	29	analysis	analysis	NOUN
esrj-93320	24	30	,	,	PUNCT
esrj-93320	24	31	and	and	CCONJ
esrj-93320	24	32	the	the	DET
esrj-93320	24	33	value	value	NOUN
esrj-93320	24	34	of	of	ADP
esrj-93320	24	35	mechanical	mechanical	ADJ
esrj-93320	24	36	parameters	parameter	NOUN
esrj-93320	24	37	at	at	ADP
esrj-93320	24	38	a	a	DET
esrj-93320	24	39	certain	certain	ADJ
esrj-93320	24	40	point	point	NOUN
esrj-93320	24	41	in	in	ADP
esrj-93320	24	42	the	the	DET
esrj-93320	24	43	calculation	calculation	NOUN
esrj-93320	24	44	model	model	NOUN
esrj-93320	24	45	can	can	AUX
esrj-93320	24	46	only	only	ADV
esrj-93320	24	47	be	be	AUX
esrj-93320	24	48	given	give	VERB
esrj-93320	24	49	a	a	DET
esrj-93320	24	50	general	general	ADJ
esrj-93320	24	51	range	range	NOUN
esrj-93320	24	52	,	,	PUNCT
esrj-93320	24	53	for	for	ADP
esrj-93320	24	54	example	example	NOUN
esrj-93320	24	55	,	,	PUNCT
esrj-93320	24	56	the	the	DET
esrj-93320	24	57	measured	measured	ADJ
esrj-93320	24	58	value	value	NOUN
esrj-93320	24	59	of	of	ADP
esrj-93320	24	60	friction	friction	NOUN
esrj-93320	24	61	angle	angle	NOUN
esrj-93320	24	62	or	or	CCONJ
esrj-93320	24	63	cohesive	cohesive	ADJ
esrj-93320	24	64	force	force	NOUN
esrj-93320	24	65	in	in	ADP
esrj-93320	24	66	the	the	DET
esrj-93320	24	67	rock	rock	NOUN
esrj-93320	24	68	and	and	CCONJ
esrj-93320	24	69	soil	soil	NOUN
esrj-93320	24	70	slope	slope	NOUN
esrj-93320	24	71	can	can	AUX
esrj-93320	24	72	never	never	ADV
esrj-93320	24	73	be	be	AUX
esrj-93320	24	74	a	a	DET
esrj-93320	24	75	fixed	fix	VERB
esrj-93320	24	76	value	value	NOUN
esrj-93320	24	77	(	(	PUNCT
esrj-93320	24	78	tamate	tamate	NOUN
esrj-93320	24	79	&	&	CCONJ
esrj-93320	24	80	hori	hori	PROPN
esrj-93320	24	81	,	,	PUNCT
esrj-93320	24	82	2018	2018	NUM
esrj-93320	24	83	)	)	PUNCT
esrj-93320	24	84	.	.	PUNCT
esrj-93320	25	1	each	each	DET
esrj-93320	25	2	experiment	experiment	NOUN
esrj-93320	25	3	will	will	AUX
esrj-93320	25	4	lead	lead	VERB
esrj-93320	25	5	to	to	ADP
esrj-93320	25	6	some	some	DET
esrj-93320	25	7	data	datum	NOUN
esrj-93320	25	8	that	that	PRON
esrj-93320	25	9	is	be	AUX
esrj-93320	25	10	different	different	ADJ
esrj-93320	25	11	from	from	ADP
esrj-93320	25	12	the	the	DET
esrj-93320	25	13	previous	previous	ADJ
esrj-93320	25	14	values	value	NOUN
esrj-93320	25	15	,	,	PUNCT
esrj-93320	25	16	thus	thus	ADV
esrj-93320	25	17	showing	show	VERB
esrj-93320	25	18	a	a	DET
esrj-93320	25	19	certain	certain	ADJ
esrj-93320	25	20	distribution	distribution	NOUN
esrj-93320	25	21	in	in	ADP
esrj-93320	25	22	a	a	DET
esrj-93320	25	23	certain	certain	ADJ
esrj-93320	25	24	range	range	NOUN
esrj-93320	25	25	.	.	PUNCT
esrj-93320	26	1	in	in	ADP
esrj-93320	26	2	the	the	DET
esrj-93320	26	3	past	past	NOUN
esrj-93320	26	4	,	,	PUNCT
esrj-93320	26	5	the	the	DET
esrj-93320	26	6	uncertainty	uncertainty	NOUN
esrj-93320	26	7	(	(	PUNCT
esrj-93320	26	8	fuzziness	fuzziness	NOUN
esrj-93320	26	9	or	or	CCONJ
esrj-93320	26	10	randomness	randomness	NOUN
esrj-93320	26	11	)	)	PUNCT
esrj-93320	26	12	of	of	ADP
esrj-93320	26	13	each	each	DET
esrj-93320	26	14	calculation	calculation	NOUN
esrj-93320	26	15	parameter	parameter	NOUN
esrj-93320	26	16	is	be	AUX
esrj-93320	26	17	eliminated	eliminate	VERB
esrj-93320	26	18	according	accord	VERB
esrj-93320	26	19	to	to	ADP
esrj-93320	26	20	the	the	DET
esrj-93320	26	21	statistical	statistical	ADJ
esrj-93320	26	22	analysis	analysis	NOUN
esrj-93320	26	23	method	method	NOUN
esrj-93320	26	24	before	before	ADP
esrj-93320	26	25	calculation	calculation	NOUN
esrj-93320	26	26	,	,	PUNCT
esrj-93320	26	27	and	and	CCONJ
esrj-93320	26	28	a	a	DET
esrj-93320	26	29	certain	certain	ADJ
esrj-93320	26	30	value	value	NOUN
esrj-93320	26	31	is	be	AUX
esrj-93320	26	32	selected	select	VERB
esrj-93320	26	33	to	to	PART
esrj-93320	26	34	evaluate	evaluate	VERB
esrj-93320	26	35	the	the	DET
esrj-93320	26	36	stability	stability	NOUN
esrj-93320	26	37	of	of	ADP
esrj-93320	26	38	rock	rock	NOUN
esrj-93320	26	39	and	and	CCONJ
esrj-93320	26	40	soil	soil	NOUN
esrj-93320	26	41	slope	slope	NOUN
esrj-93320	26	42	.	.	PUNCT
esrj-93320	27	1	the	the	DET
esrj-93320	27	2	rigid	rigid	ADJ
esrj-93320	27	3	body	body	NOUN
esrj-93320	27	4	limit	limit	NOUN
esrj-93320	27	5	equilibrium	equilibrium	NOUN
esrj-93320	27	6	method	method	NOUN
esrj-93320	27	7	is	be	AUX
esrj-93320	27	8	widely	widely	ADV
esrj-93320	27	9	used	use	VERB
esrj-93320	27	10	in	in	ADP
esrj-93320	27	11	the	the	DET
esrj-93320	27	12	stability	stability	NOUN
esrj-93320	27	13	analysis	analysis	NOUN
esrj-93320	27	14	of	of	ADP
esrj-93320	27	15	rock	rock	NOUN
esrj-93320	27	16	and	and	CCONJ
esrj-93320	27	17	soil	soil	NOUN
esrj-93320	27	18	slope	slope	NOUN
esrj-93320	27	19	.	.	PUNCT
esrj-93320	28	1	however	however	ADV
esrj-93320	28	2	,	,	PUNCT
esrj-93320	28	3	due	due	ADP
esrj-93320	28	4	to	to	ADP
esrj-93320	28	5	the	the	DET
esrj-93320	28	6	limitations	limitation	NOUN
esrj-93320	28	7	of	of	ADP
esrj-93320	28	8	the	the	DET
esrj-93320	28	9	method	method	NOUN
esrj-93320	28	10	itself	itself	PRON
esrj-93320	28	11	and	and	CCONJ
esrj-93320	28	12	the	the	DET
esrj-93320	28	13	uncertainty	uncertainty	NOUN
esrj-93320	28	14	of	of	ADP
esrj-93320	28	15	many	many	ADJ
esrj-93320	28	16	factors	factor	NOUN
esrj-93320	28	17	affecting	affect	VERB
esrj-93320	28	18	the	the	DET
esrj-93320	28	19	stability	stability	NOUN
esrj-93320	28	20	of	of	ADP
esrj-93320	28	21	the	the	DET
esrj-93320	28	22	rock	rock	NOUN
esrj-93320	28	23	slope	slope	NOUN
esrj-93320	28	24	,	,	PUNCT
esrj-93320	28	25	the	the	DET
esrj-93320	28	26	results	result	NOUN
esrj-93320	28	27	of	of	ADP
esrj-93320	28	28	the	the	DET
esrj-93320	28	29	solution	solution	NOUN
esrj-93320	28	30	are	be	AUX
esrj-93320	28	31	difficult	difficult	ADJ
esrj-93320	28	32	to	to	PART
esrj-93320	28	33	be	be	AUX
esrj-93320	28	34	directly	directly	ADV
esrj-93320	28	35	used	use	VERB
esrj-93320	28	36	by	by	ADP
esrj-93320	28	37	the	the	DET
esrj-93320	28	38	engineers	engineer	NOUN
esrj-93320	28	39	,	,	PUNCT
esrj-93320	28	40	and	and	CCONJ
esrj-93320	28	41	its	its	PRON
esrj-93320	28	42	accuracy	accuracy	NOUN
esrj-93320	28	43	often	often	ADV
esrj-93320	28	44	depends	depend	VERB
esrj-93320	28	45	on	on	ADP
esrj-93320	28	46	the	the	DET
esrj-93320	28	47	experience	experience	NOUN
esrj-93320	28	48	of	of	ADP
esrj-93320	28	49	the	the	DET
esrj-93320	28	50	users	user	NOUN
esrj-93320	28	51	(	(	PUNCT
esrj-93320	28	52	karray	karray	NOUN
esrj-93320	28	53	et	et	PROPN
esrj-93320	28	54	al	al	PROPN
esrj-93320	28	55	.	.	PROPN
esrj-93320	28	56	,	,	PUNCT
esrj-93320	28	57	2018	2018	NUM
esrj-93320	28	58	)	)	PUNCT
esrj-93320	28	59	.	.	PUNCT
esrj-93320	29	1	this	this	PRON
esrj-93320	29	2	results	result	VERB
esrj-93320	29	3	in	in	ADP
esrj-93320	29	4	a	a	DET
esrj-93320	29	5	lot	lot	NOUN
esrj-93320	29	6	of	of	ADP
esrj-93320	29	7	phenomena	phenomenon	NOUN
esrj-93320	29	8	that	that	PRON
esrj-93320	29	9	are	be	AUX
esrj-93320	29	10	judged	judge	VERB
esrj-93320	29	11	to	to	PART
esrj-93320	29	12	be	be	AUX
esrj-93320	29	13	stable	stable	ADJ
esrj-93320	29	14	in	in	ADP
esrj-93320	29	15	the	the	DET
esrj-93320	29	16	calculation	calculation	NOUN
esrj-93320	29	17	conditions	condition	NOUN
esrj-93320	29	18	,	,	PUNCT
esrj-93320	29	19	but	but	CCONJ
esrj-93320	29	20	in	in	ADP
esrj-93320	29	21	the	the	DET
esrj-93320	29	22	actual	actual	ADJ
esrj-93320	29	23	situation	situation	NOUN
esrj-93320	29	24	,	,	PUNCT
esrj-93320	29	25	instability	instability	NOUN
esrj-93320	29	26	and	and	CCONJ
esrj-93320	29	27	failure	failure	NOUN
esrj-93320	29	28	occur	occur	VERB
esrj-93320	29	29	.	.	PUNCT
esrj-93320	30	1	in	in	ADP
esrj-93320	30	2	view	view	NOUN
esrj-93320	30	3	of	of	ADP
esrj-93320	30	4	this	this	DET
esrj-93320	30	5	kind	kind	NOUN
esrj-93320	30	6	of	of	ADP
esrj-93320	30	7	problems	problem	NOUN
esrj-93320	30	8	,	,	PUNCT
esrj-93320	30	9	this	this	DET
esrj-93320	30	10	paper	paper	NOUN
esrj-93320	30	11	studies	study	VERB
esrj-93320	30	12	the	the	DET
esrj-93320	30	13	finite	finite	PROPN
esrj-93320	30	14	element	element	NOUN
esrj-93320	30	15	analysis	analysis	NOUN
esrj-93320	30	16	method	method	NOUN
esrj-93320	30	17	of	of	ADP
esrj-93320	30	18	rock	rock	NOUN
esrj-93320	30	19	and	and	CCONJ
esrj-93320	30	20	soil	soil	NOUN
esrj-93320	30	21	slope	slope	NOUN
esrj-93320	30	22	stability	stability	NOUN
esrj-93320	30	23	.	.	PUNCT
esrj-93320	31	1	with	with	ADP
esrj-93320	31	2	the	the	DET
esrj-93320	31	3	wide	wide	ADJ
esrj-93320	31	4	application	application	NOUN
esrj-93320	31	5	of	of	ADP
esrj-93320	31	6	the	the	DET
esrj-93320	31	7	finite	finite	ADJ
esrj-93320	31	8	element	element	NOUN
esrj-93320	31	9	technology	technology	NOUN
esrj-93320	31	10	in	in	ADP
esrj-93320	31	11	the	the	DET
esrj-93320	31	12	engineering	engineering	NOUN
esrj-93320	31	13	field	field	NOUN
esrj-93320	31	14	,	,	PUNCT
esrj-93320	31	15	the	the	DET
esrj-93320	31	16	research	research	NOUN
esrj-93320	31	17	on	on	ADP
esrj-93320	31	18	the	the	DET
esrj-93320	31	19	application	application	NOUN
esrj-93320	31	20	of	of	ADP
esrj-93320	31	21	the	the	DET
esrj-93320	31	22	finite	finite	ADJ
esrj-93320	31	23	element	element	NOUN
esrj-93320	31	24	method	method	NOUN
esrj-93320	31	25	to	to	PART
esrj-93320	31	26	evaluate	evaluate	VERB
esrj-93320	31	27	the	the	DET
esrj-93320	31	28	stability	stability	NOUN
esrj-93320	31	29	of	of	ADP
esrj-93320	31	30	the	the	DET
esrj-93320	31	31	rock	rock	NOUN
esrj-93320	31	32	and	and	CCONJ
esrj-93320	31	33	soil	soil	NOUN
esrj-93320	31	34	slope	slope	NOUN
esrj-93320	31	35	has	have	AUX
esrj-93320	31	36	gradually	gradually	ADV
esrj-93320	31	37	increased	increase	VERB
esrj-93320	31	38	.	.	PUNCT
esrj-93320	32	1	in	in	ADP
esrj-93320	32	2	these	these	DET
esrj-93320	32	3	studies	study	NOUN
esrj-93320	32	4	,	,	PUNCT
esrj-93320	32	5	all	all	DET
esrj-93320	32	6	kinds	kind	NOUN
esrj-93320	32	7	of	of	ADP
esrj-93320	32	8	parameters	parameter	NOUN
esrj-93320	32	9	are	be	AUX
esrj-93320	32	10	analyzed	analyze	VERB
esrj-93320	32	11	after	after	ADP
esrj-93320	32	12	being	be	AUX
esrj-93320	32	13	treated	treat	VERB
esrj-93320	32	14	as	as	ADP
esrj-93320	32	15	deterministic	deterministic	ADJ
esrj-93320	32	16	parameters	parameter	NOUN
esrj-93320	32	17	.	.	PUNCT
esrj-93320	33	1	the	the	DET
esrj-93320	33	2	influence	influence	NOUN
esrj-93320	33	3	of	of	ADP
esrj-93320	33	4	the	the	DET
esrj-93320	33	5	fuzzy	fuzzy	ADJ
esrj-93320	33	6	uncertainty	uncertainty	NOUN
esrj-93320	33	7	of	of	ADP
esrj-93320	33	8	the	the	DET
esrj-93320	33	9	calculation	calculation	NOUN
esrj-93320	33	10	mechanical	mechanical	ADJ
esrj-93320	33	11	parameters	parameter	NOUN
esrj-93320	33	12	on	on	ADP
esrj-93320	33	13	the	the	DET
esrj-93320	33	14	stress	stress	NOUN
esrj-93320	33	15	and	and	CCONJ
esrj-93320	33	16	displacement	displacement	NOUN
esrj-93320	33	17	is	be	AUX
esrj-93320	33	18	also	also	ADV
esrj-93320	33	19	very	very	ADV
esrj-93320	33	20	significant	significant	ADJ
esrj-93320	33	21	,	,	PUNCT
esrj-93320	33	22	and	and	CCONJ
esrj-93320	33	23	the	the	DET
esrj-93320	33	24	impact	impact	NOUN
esrj-93320	33	25	on	on	ADP
esrj-93320	33	26	the	the	DET
esrj-93320	33	27	project	project	NOUN
esrj-93320	33	28	can	can	AUX
esrj-93320	33	29	not	not	PART
esrj-93320	33	30	be	be	AUX
esrj-93320	33	31	ignored	ignore	VERB
esrj-93320	33	32	(	(	PUNCT
esrj-93320	33	33	naderiboldaji	naderiboldaji	NOUN
esrj-93320	33	34	et	et	PROPN
esrj-93320	33	35	al	al	PROPN
esrj-93320	33	36	.	.	PROPN
esrj-93320	33	37	,	,	PUNCT
esrj-93320	33	38	2018	2018	NUM
esrj-93320	33	39	;	;	PUNCT
esrj-93320	33	40	xiao	xiao	PROPN
esrj-93320	33	41	et	et	PROPN
esrj-93320	33	42	al	al	PROPN
esrj-93320	33	43	.	.	PROPN
esrj-93320	33	44	,	,	PUNCT
esrj-93320	33	45	2018	2018	NUM
esrj-93320	33	46	)	)	PUNCT
esrj-93320	33	47	.	.	PUNCT
esrj-93320	34	1	due	due	ADP
esrj-93320	34	2	to	to	ADP
esrj-93320	34	3	the	the	DET
esrj-93320	34	4	strong	strong	ADJ
esrj-93320	34	5	water	water	NOUN
esrj-93320	34	6	permeability	permeability	NOUN
esrj-93320	34	7	,	,	PUNCT
esrj-93320	34	8	wide	wide	ADJ
esrj-93320	34	9	particle	particle	NOUN
esrj-93320	34	10	size	size	NOUN
esrj-93320	34	11	distribution	distribution	NOUN
esrj-93320	34	12	and	and	CCONJ
esrj-93320	34	13	large	large	ADJ
esrj-93320	34	14	pores	pore	NOUN
esrj-93320	34	15	of	of	ADP
esrj-93320	34	16	the	the	DET
esrj-93320	34	17	accumulated	accumulate	VERB
esrj-93320	34	18	gravelly	gravelly	NOUN
esrj-93320	34	19	soil	soil	NOUN
esrj-93320	34	20	,	,	PUNCT
esrj-93320	34	21	it	it	PRON
esrj-93320	34	22	is	be	AUX
esrj-93320	34	23	very	very	ADV
esrj-93320	34	24	easy	easy	ADJ
esrj-93320	34	25	to	to	PART
esrj-93320	34	26	lose	lose	VERB
esrj-93320	34	27	stability	stability	NOUN
esrj-93320	34	28	and	and	CCONJ
esrj-93320	34	29	induce	induce	VERB
esrj-93320	34	30	landslide	landslide	NOUN
esrj-93320	34	31	disaster	disaster	NOUN
esrj-93320	34	32	under	under	ADP
esrj-93320	34	33	the	the	DET
esrj-93320	34	34	action	action	NOUN
esrj-93320	34	35	of	of	ADP
esrj-93320	34	36	rainfall	rainfall	NOUN
esrj-93320	34	37	or	or	CCONJ
esrj-93320	34	38	earthquake	earthquake	NOUN
esrj-93320	34	39	(	(	PUNCT
esrj-93320	34	40	chinkulkijniwat	chinkulkijniwat	PROPN
esrj-93320	34	41	et	et	PROPN
esrj-93320	34	42	al	al	PROPN
esrj-93320	34	43	.	.	PROPN
esrj-93320	34	44	,	,	PUNCT
esrj-93320	34	45	2019	2019	NUM
esrj-93320	34	46	;	;	PUNCT
esrj-93320	34	47	provost	provost	NOUN
esrj-93320	34	48	et	et	NOUN
esrj-93320	34	49	al	al	PROPN
esrj-93320	34	50	.	.	PROPN
esrj-93320	34	51	,	,	PUNCT
esrj-93320	34	52	2018	2018	NUM
esrj-93320	34	53	)	)	PUNCT
esrj-93320	34	54	.	.	PUNCT
esrj-93320	35	1	therefore	therefore	ADV
esrj-93320	35	2	,	,	PUNCT
esrj-93320	35	3	it	it	PRON
esrj-93320	35	4	is	be	AUX
esrj-93320	35	5	very	very	ADV
esrj-93320	35	6	important	important	ADJ
esrj-93320	35	7	to	to	PART
esrj-93320	35	8	deepen	deepen	VERB
esrj-93320	35	9	the	the	DET
esrj-93320	35	10	understanding	understanding	NOUN
esrj-93320	35	11	of	of	ADP
esrj-93320	35	12	the	the	DET
esrj-93320	35	13	failure	failure	NOUN
esrj-93320	35	14	mode	mode	NOUN
esrj-93320	35	15	of	of	ADP
esrj-93320	35	16	the	the	DET
esrj-93320	35	17	rock	rock	NOUN
esrj-93320	35	18	and	and	CCONJ
esrj-93320	35	19	soil	soil	NOUN
esrj-93320	35	20	slope	slope	NOUN
esrj-93320	35	21	and	and	CCONJ
esrj-93320	35	22	analyze	analyze	VERB
esrj-93320	35	23	the	the	DET
esrj-93320	35	24	stability	stability	NOUN
esrj-93320	35	25	of	of	ADP
esrj-93320	35	26	the	the	DET
esrj-93320	35	27	rock	rock	NOUN
esrj-93320	35	28	and	and	CCONJ
esrj-93320	35	29	soil	soil	NOUN
esrj-93320	35	30	slope	slope	NOUN
esrj-93320	35	31	for	for	ADP
esrj-93320	35	32	the	the	DET
esrj-93320	35	33	prevention	prevention	NOUN
esrj-93320	35	34	and	and	CCONJ
esrj-93320	35	35	control	control	NOUN
esrj-93320	35	36	of	of	ADP
esrj-93320	35	37	the	the	DET
esrj-93320	35	38	rock	rock	NOUN
esrj-93320	35	39	and	and	CCONJ
esrj-93320	35	40	soil	soil	NOUN
esrj-93320	35	41	slope	slope	NOUN
esrj-93320	35	42	disaster	disaster	NOUN
esrj-93320	35	43	,	,	PUNCT
esrj-93320	35	44	which	which	PRON
esrj-93320	35	45	has	have	VERB
esrj-93320	35	46	certain	certain	ADJ
esrj-93320	35	47	research	research	NOUN
esrj-93320	35	48	value	value	NOUN
esrj-93320	35	49	and	and	CCONJ
esrj-93320	35	50	engineering	engineering	NOUN
esrj-93320	35	51	practical	practical	ADJ
esrj-93320	35	52	significance	significance	NOUN
esrj-93320	35	53	(	(	PUNCT
esrj-93320	35	54	cao	cao	PROPN
esrj-93320	35	55	&	&	CCONJ
esrj-93320	35	56	wen	wen	PROPN
esrj-93320	35	57	,	,	PUNCT
esrj-93320	35	58	2019	2019	NUM
esrj-93320	35	59	)	)	PUNCT
esrj-93320	35	60	.	.	PUNCT
esrj-93320	36	1	in	in	ADP
esrj-93320	36	2	this	this	DET
esrj-93320	36	3	paper	paper	NOUN
esrj-93320	36	4	,	,	PUNCT
esrj-93320	36	5	the	the	DET
esrj-93320	36	6	fuzzy	fuzzy	ADJ
esrj-93320	36	7	finite	finite	PROPN
esrj-93320	36	8	element	element	NOUN
esrj-93320	36	9	method	method	NOUN
esrj-93320	36	10	is	be	AUX
esrj-93320	36	11	used	use	VERB
esrj-93320	36	12	to	to	PART
esrj-93320	36	13	study	study	VERB
esrj-93320	36	14	the	the	DET
esrj-93320	36	15	stability	stability	NOUN
esrj-93320	36	16	of	of	ADP
esrj-93320	36	17	rock	rock	NOUN
esrj-93320	36	18	slope	slope	NOUN
esrj-93320	36	19	.	.	PUNCT
esrj-93320	37	1	design	design	NOUN
esrj-93320	37	2	of	of	ADP
esrj-93320	37	3	the	the	DET
esrj-93320	37	4	finite	finite	ADJ
esrj-93320	37	5	element	element	NOUN
esrj-93320	37	6	analysis	analysis	NOUN
esrj-93320	37	7	method	method	NOUN
esrj-93320	37	8	for	for	ADP
esrj-93320	37	9	the	the	DET
esrj-93320	37	10	stability	stability	NOUN
esrj-93320	37	11	of	of	ADP
esrj-93320	37	12	rock	rock	NOUN
esrj-93320	37	13	and	and	CCONJ
esrj-93320	37	14	soil	soil	NOUN
esrj-93320	37	15	slope	slope	NOUN
esrj-93320	37	16	based	base	VERB
esrj-93320	37	17	on	on	ADP
esrj-93320	37	18	fuzzy	fuzzy	ADJ
esrj-93320	37	19	statistics	statistic	NOUN
esrj-93320	37	20	establishment	establishment	NOUN
esrj-93320	37	21	of	of	ADP
esrj-93320	37	22	numerical	numerical	ADJ
esrj-93320	37	23	model	model	NOUN
esrj-93320	37	24	of	of	ADP
esrj-93320	37	25	rock	rock	NOUN
esrj-93320	37	26	and	and	CCONJ
esrj-93320	37	27	soil	soil	NOUN
esrj-93320	37	28	slope	slope	VERB
esrj-93320	37	29	the	the	DET
esrj-93320	37	30	finite	finite	PROPN
esrj-93320	37	31	element	element	NOUN
esrj-93320	37	32	model	model	NOUN
esrj-93320	37	33	is	be	AUX
esrj-93320	37	34	established	establish	VERB
esrj-93320	37	35	based	base	VERB
esrj-93320	37	36	on	on	ADP
esrj-93320	37	37	the	the	DET
esrj-93320	37	38	geotechnical	geotechnical	ADJ
esrj-93320	37	39	slope	slope	NOUN
esrj-93320	37	40	data	datum	NOUN
esrj-93320	37	41	.	.	PUNCT
esrj-93320	38	1	the	the	DET
esrj-93320	38	2	specific	specific	ADJ
esrj-93320	38	3	geometric	geometric	ADJ
esrj-93320	38	4	dimensions	dimension	NOUN
esrj-93320	38	5	of	of	ADP
esrj-93320	38	6	the	the	DET
esrj-93320	38	7	geotechnical	geotechnical	ADJ
esrj-93320	38	8	slope	slope	NOUN
esrj-93320	38	9	model	model	NOUN
esrj-93320	38	10	are	be	AUX
esrj-93320	38	11	shown	show	VERB
esrj-93320	38	12	in	in	ADP
esrj-93320	38	13	figure	figure	NOUN
esrj-93320	38	14	1	1	NUM
esrj-93320	38	15	.	.	PUNCT
esrj-93320	39	1	in	in	ADP
esrj-93320	39	2	the	the	DET
esrj-93320	39	3	simulation	simulation	NOUN
esrj-93320	39	4	,	,	PUNCT
esrj-93320	39	5	it	it	PRON
esrj-93320	39	6	is	be	AUX
esrj-93320	39	7	covered	cover	VERB
esrj-93320	39	8	with	with	ADP
esrj-93320	39	9	gravelly	gravelly	ADJ
esrj-93320	39	10	soil	soil	NOUN
esrj-93320	39	11	and	and	CCONJ
esrj-93320	39	12	phyllite	phyllite	ADJ
esrj-93320	39	13	.	.	PUNCT
esrj-93320	40	1	model	model	NOUN
esrj-93320	40	2	parameters	parameter	NOUN
esrj-93320	40	3	:	:	PUNCT
esrj-93320	40	4	the	the	DET
esrj-93320	40	5	slope	slope	NOUN
esrj-93320	40	6	height	height	NOUN
esrj-93320	40	7	is	be	AUX
esrj-93320	40	8	56	56	NUM
esrj-93320	40	9	m	m	NOUN
esrj-93320	40	10	,	,	PUNCT
esrj-93320	40	11	the	the	DET
esrj-93320	40	12	slope	slope	NOUN
esrj-93320	40	13	is	be	AUX
esrj-93320	40	14	about	about	ADV
esrj-93320	40	15	19	19	NUM
esrj-93320	40	16	°	°	NOUN
esrj-93320	40	17	,	,	PUNCT
esrj-93320	40	18	the	the	DET
esrj-93320	40	19	calculation	calculation	NOUN
esrj-93320	40	20	area	area	NOUN
esrj-93320	40	21	is	be	AUX
esrj-93320	40	22	130	130	NUM
esrj-93320	40	23	m	m	NOUN
esrj-93320	40	24	long	long	ADJ
esrj-93320	40	25	,	,	PUNCT
esrj-93320	40	26	and	and	CCONJ
esrj-93320	40	27	the	the	DET
esrj-93320	40	28	total	total	ADJ
esrj-93320	40	29	height	height	NOUN
esrj-93320	40	30	of	of	ADP
esrj-93320	40	31	the	the	DET
esrj-93320	40	32	model	model	NOUN
esrj-93320	40	33	is	be	AUX
esrj-93320	40	34	75	75	NUM
esrj-93320	40	35	m.	m.	NOUN
esrj-93320	40	36	the	the	DET
esrj-93320	40	37	model	model	NOUN
esrj-93320	40	38	boundary	boundary	NOUN
esrj-93320	40	39	is	be	AUX
esrj-93320	40	40	a	a	DET
esrj-93320	40	41	fixed	fix	VERB
esrj-93320	40	42	constraint	constraint	NOUN
esrj-93320	40	43	,	,	PUNCT
esrj-93320	40	44	i.e.	i.e.	X
esrj-93320	40	45	the	the	DET
esrj-93320	40	46	displacement	displacement	NOUN
esrj-93320	40	47	in	in	ADP
esrj-93320	40	48	x	x	PUNCT
esrj-93320	40	49	and	and	CCONJ
esrj-93320	40	50	y	y	PROPN
esrj-93320	40	51	directions	direction	NOUN
esrj-93320	40	52	on	on	ADP
esrj-93320	40	53	the	the	DET
esrj-93320	40	54	bottom	bottom	ADJ
esrj-93320	40	55	boundary	boundary	NOUN
esrj-93320	40	56	is	be	AUX
esrj-93320	40	57	0	0	NUM
esrj-93320	40	58	;	;	PUNCT
esrj-93320	40	59	the	the	DET
esrj-93320	40	60	left	left	ADJ
esrj-93320	40	61	and	and	CCONJ
esrj-93320	40	62	right	right	ADJ
esrj-93320	40	63	boundaries	boundary	NOUN
esrj-93320	40	64	are	be	AUX
esrj-93320	40	65	roller	roller	NOUN
esrj-93320	40	66	supports	support	NOUN
esrj-93320	40	67	,	,	PUNCT
esrj-93320	40	68	i.e.	i.e.	X
esrj-93320	40	69	the	the	DET
esrj-93320	40	70	displacement	displacement	NOUN
esrj-93320	40	71	in	in	ADP
esrj-93320	40	72	the	the	DET
esrj-93320	40	73	direction	direction	NOUN
esrj-93320	40	74	perpendicular	perpendicular	NOUN
esrj-93320	40	75	to	to	ADP
esrj-93320	40	76	the	the	DET
esrj-93320	40	77	boundary	boundary	ADJ
esrj-93320	40	78	(	(	PUNCT
esrj-93320	40	79	normal	normal	ADJ
esrj-93320	40	80	)	)	PUNCT
esrj-93320	40	81	is	be	AUX
esrj-93320	40	82	zero	zero	NUM
esrj-93320	40	83	,	,	PUNCT
esrj-93320	40	84	but	but	CCONJ
esrj-93320	40	85	the	the	DET
esrj-93320	40	86	boundary	boundary	NOUN
esrj-93320	40	87	can	can	AUX
esrj-93320	40	88	move	move	VERB
esrj-93320	40	89	freely	freely	ADV
esrj-93320	40	90	in	in	ADP
esrj-93320	40	91	the	the	DET
esrj-93320	40	92	tangent	tangent	NOUN
esrj-93320	40	93	direction	direction	NOUN
esrj-93320	40	94	;	;	PUNCT
esrj-93320	40	95	the	the	DET
esrj-93320	40	96	slope	slope	NOUN
esrj-93320	40	97	surface	surface	NOUN
esrj-93320	40	98	is	be	AUX
esrj-93320	40	99	a	a	DET
esrj-93320	40	100	free	free	ADJ
esrj-93320	40	101	boundary	boundary	NOUN
esrj-93320	40	102	,	,	PUNCT
esrj-93320	40	103	and	and	CCONJ
esrj-93320	40	104	the	the	DET
esrj-93320	40	105	specific	specific	ADJ
esrj-93320	40	106	boundary	boundary	ADJ
esrj-93320	40	107	conditions	condition	NOUN
esrj-93320	40	108	are	be	AUX
esrj-93320	40	109	shown	show	VERB
esrj-93320	40	110	in	in	ADP
esrj-93320	40	111	figure	figure	NOUN
esrj-93320	40	112	2	2	NUM
esrj-93320	40	113	.	.	PUNCT
esrj-93320	41	1	the	the	DET
esrj-93320	41	2	parameters	parameter	NOUN
esrj-93320	41	3	of	of	ADP
esrj-93320	41	4	rock	rock	NOUN
esrj-93320	41	5	and	and	CCONJ
esrj-93320	41	6	soil	soil	NOUN
esrj-93320	41	7	used	use	VERB
esrj-93320	41	8	for	for	ADP
esrj-93320	41	9	the	the	DET
esrj-93320	41	10	stability	stability	NOUN
esrj-93320	41	11	calculation	calculation	NOUN
esrj-93320	41	12	of	of	ADP
esrj-93320	41	13	rock	rock	NOUN
esrj-93320	41	14	and	and	CCONJ
esrj-93320	41	15	soil	soil	NOUN
esrj-93320	41	16	slope	slope	NOUN
esrj-93320	41	17	are	be	AUX
esrj-93320	41	18	determined	determine	VERB
esrj-93320	41	19	according	accord	VERB
esrj-93320	41	20	to	to	ADP
esrj-93320	41	21	the	the	DET
esrj-93320	41	22	physical	physical	ADJ
esrj-93320	41	23	and	and	CCONJ
esrj-93320	41	24	mechanical	mechanical	ADJ
esrj-93320	41	25	test	test	NOUN
esrj-93320	41	26	values	value	NOUN
esrj-93320	41	27	provided	provide	VERB
esrj-93320	41	28	in	in	ADP
esrj-93320	41	29	the	the	DET
esrj-93320	41	30	rock	rock	NOUN
esrj-93320	41	31	and	and	CCONJ
esrj-93320	41	32	soil	soil	NOUN
esrj-93320	41	33	test	test	NOUN
esrj-93320	41	34	report	report	NOUN
esrj-93320	41	35	,	,	PUNCT
esrj-93320	41	36	as	as	SCONJ
esrj-93320	41	37	shown	show	VERB
esrj-93320	41	38	in	in	ADP
esrj-93320	41	39	table	table	NOUN
esrj-93320	41	40	1	1	NUM
esrj-93320	41	41	.	.	PUNCT
esrj-93320	41	42	table	table	NOUN
esrj-93320	41	43	1	1	NUM
esrj-93320	41	44	.	.	PUNCT
esrj-93320	41	45	rock	rock	NOUN
esrj-93320	41	46	and	and	CCONJ
esrj-93320	41	47	soil	soil	NOUN
esrj-93320	41	48	parameters	parameter	NOUN
esrj-93320	42	1	material	material	NOUN
esrj-93320	42	2	science	science	NOUN
esrj-93320	42	3	gravels	gravels	PROPN
esrj-93320	42	4	phyllite	phyllite	ADJ
esrj-93320	42	5	natural	natural	ADJ
esrj-93320	42	6	severe	severe	ADJ
esrj-93320	42	7	/	/	SYM
esrj-93320	42	8	(	(	PUNCT
esrj-93320	42	9	kn	kn	PROPN
esrj-93320	42	10	/	/	SYM
esrj-93320	42	11	m3	m3	PROPN
esrj-93320	42	12	)	)	PUNCT
esrj-93320	42	13	18.4	18.4	NUM
esrj-93320	42	14	23.5	23.5	NUM
esrj-93320	42	15	modulus	modulus	NOUN
esrj-93320	42	16	of	of	ADP
esrj-93320	42	17	elasticity	elasticity	NOUN
esrj-93320	42	18	/(mpa	/(mpa	PUNCT
esrj-93320	42	19	)	)	PUNCT
esrj-93320	42	20	80	80	NUM
esrj-93320	42	21	840	840	NUM
esrj-93320	42	22	poisson	poisson	NOUN
esrj-93320	42	23	’s	’s	PART
esrj-93320	42	24	ratio	ratio	NOUN
esrj-93320	42	25	0.35	0.35	NUM
esrj-93320	42	26	0.24	0.24	NUM
esrj-93320	42	27	cohesive	cohesive	ADJ
esrj-93320	42	28	force	force	NOUN
esrj-93320	42	29	/	/	SYM
esrj-93320	42	30	(	(	PUNCT
esrj-93320	42	31	kpa	kpa	PROPN
esrj-93320	42	32	)	)	PUNCT
esrj-93320	42	33	17.6	17.6	NUM
esrj-93320	42	34	45.00	45.00	NUM
esrj-93320	42	35	internal	internal	ADJ
esrj-93320	42	36	friction	friction	NOUN
esrj-93320	42	37	angle	angle	NOUN
esrj-93320	42	38	/	/	SYM
esrj-93320	42	39	(	(	PUNCT
esrj-93320	42	40	°	°	ADP
esrj-93320	42	41	)	)	PUNCT
esrj-93320	42	42	24.00	24.00	NUM
esrj-93320	42	43	30.00	30.00	NUM
esrj-93320	42	44	according	accord	VERB
esrj-93320	42	45	to	to	ADP
esrj-93320	42	46	the	the	DET
esrj-93320	42	47	statistics	statistic	NOUN
esrj-93320	42	48	,	,	PUNCT
esrj-93320	42	49	the	the	DET
esrj-93320	42	50	strength	strength	NOUN
esrj-93320	42	51	parameters	parameter	NOUN
esrj-93320	42	52	c	c	PROPN
esrj-93320	42	53	and	and	CCONJ
esrj-93320	42	54			PROPN
esrj-93320	42	55	of	of	ADP
esrj-93320	42	56	gravelly	gravelly	ADJ
esrj-93320	42	57	soil	soil	NOUN
esrj-93320	42	58	on	on	ADP
esrj-93320	42	59	the	the	DET
esrj-93320	42	60	slope	slope	NOUN
esrj-93320	42	61	,	,	PUNCT
esrj-93320	42	62	and	and	CCONJ
esrj-93320	42	63	the	the	DET
esrj-93320	42	64	change	change	NOUN
esrj-93320	42	65	interval	interval	NOUN
esrj-93320	42	66	of	of	ADP
esrj-93320	42	67	fuzzy	fuzzy	ADJ
esrj-93320	42	68	statistical	statistical	ADJ
esrj-93320	42	69	coefficient	coefficient	NOUN
esrj-93320	42	70	is	be	AUX
esrj-93320	42	71	0.05	0.05	NUM
esrj-93320	42	72	,	,	PUNCT
esrj-93320	42	73	and	and	CCONJ
esrj-93320	42	74	the	the	DET
esrj-93320	42	75	statistical	statistical	ADJ
esrj-93320	42	76	results	result	NOUN
esrj-93320	42	77	are	be	AUX
esrj-93320	42	78	shown	show	VERB
esrj-93320	42	79	in	in	ADP
esrj-93320	42	80	table	table	NOUN
esrj-93320	42	81	2	2	NUM
esrj-93320	42	82	.	.	PUNCT
esrj-93320	42	83	table	table	NOUN
esrj-93320	42	84	2	2	NUM
esrj-93320	42	85	.	.	PUNCT
esrj-93320	42	86	fuzzy	fuzzy	ADJ
esrj-93320	42	87	statistics	statistic	NOUN
esrj-93320	42	88	of	of	ADP
esrj-93320	42	89	strength	strength	NOUN
esrj-93320	42	90	parameters	parameter	NOUN
esrj-93320	42	91	of	of	ADP
esrj-93320	42	92	gravelly	gravelly	PROPN
esrj-93320	42	93	soil	soil	VERB
esrj-93320	42	94	fuzzy	fuzzy	ADJ
esrj-93320	42	95	statistical	statistical	ADJ
esrj-93320	42	96	coefficient	coefficient	NOUN
esrj-93320	42	97	cohesionc/	cohesionc/	NUM
esrj-93320	42	98	kpa	kpa	PROPN
esrj-93320	42	99	internal	internal	ADJ
esrj-93320	42	100	friction	friction	NOUN
esrj-93320	42	101	angleψ/	angleψ/	NUM
esrj-93320	42	102	(	(	PUNCT
esrj-93320	42	103	°	°	NOUN
esrj-93320	42	104	)	)	PUNCT
esrj-93320	42	105	1.00	1.00	NUM
esrj-93320	42	106	17.60	17.60	NUM
esrj-93320	42	107	24.00	24.00	NUM
esrj-93320	42	108	1.05	1.05	NUM
esrj-93320	42	109	16.68	16.68	NUM
esrj-93320	42	110	22.86	22.86	NUM
esrj-93320	42	111	1.10	1.10	NUM
esrj-93320	42	112	16.00	16.00	NUM
esrj-93320	42	113	21.82	21.82	NUM
esrj-93320	42	114	1.15	1.15	NUM
esrj-93320	42	115	15.30	15.30	NUM
esrj-93320	42	116	20.87	20.87	NUM
esrj-93320	42	117	1.20	1.20	NUM
esrj-93320	42	118	14.67	14.67	NUM
esrj-93320	42	119	20.00	20.00	NUM
esrj-93320	42	120	1.25	1.25	NUM
esrj-93320	42	121	14.08	14.08	NUM
esrj-93320	42	122	19.20	19.20	NUM
esrj-93320	42	123	1.30	1.30	NUM
esrj-93320	42	124	13.54	13.54	NUM
esrj-93320	42	125	18.64	18.64	NUM
esrj-93320	42	126	1.35	1.35	NUM
esrj-93320	42	127	13.03	13.03	NUM
esrj-93320	42	128	17.78	17.78	NUM
esrj-93320	42	129	1.40	1.40	NUM
esrj-93320	42	130	12.58	12.58	NUM
esrj-93320	42	131	17.14	17.14	NUM
esrj-93320	42	132	1.45	1.45	NUM
esrj-93320	42	133	12.13	12.13	NUM
esrj-93320	42	134	16.55	16.55	NUM
esrj-93320	42	135	1.50	1.50	NUM
esrj-93320	42	136	11.73	11.73	NUM
esrj-93320	42	137	16.00	16.00	NUM
esrj-93320	42	138	figure	figure	NOUN
esrj-93320	42	139	1	1	NUM
esrj-93320	42	140	.	.	PUNCT
esrj-93320	42	141	numerical	numerical	ADJ
esrj-93320	42	142	model	model	NOUN
esrj-93320	42	143	of	of	ADP
esrj-93320	42	144	geotechnical	geotechnical	ADJ
esrj-93320	42	145	slope	slope	NOUN
esrj-93320	42	146	figure	figure	NOUN
esrj-93320	42	147	2	2	NUM
esrj-93320	42	148	.	.	PUNCT
esrj-93320	42	149	boundary	boundary	ADJ
esrj-93320	42	150	conditions	condition	NOUN
esrj-93320	42	151	of	of	ADP
esrj-93320	42	152	geotechnical	geotechnical	ADJ
esrj-93320	42	153	slope	slope	NOUN
esrj-93320	42	154	125fault	125fault	PROPN
esrj-93320	42	155	diagnosis	diagnosis	NOUN
esrj-93320	42	156	mechanism	mechanism	NOUN
esrj-93320	42	157	of	of	ADP
esrj-93320	42	158	gears	gear	NOUN
esrj-93320	42	159	and	and	CCONJ
esrj-93320	42	160	bearings	bearing	NOUN
esrj-93320	42	161	for	for	ADP
esrj-93320	42	162	coal	coal	NOUN
esrj-93320	42	163	mining	mining	NOUN
esrj-93320	42	164	equipment	equipment	NOUN
esrj-93320	42	165	in	in	ADP
esrj-93320	42	166	a	a	DET
esrj-93320	42	167	complex	complex	ADJ
esrj-93320	42	168	geological	geological	ADJ
esrj-93320	42	169	environment	environment	NOUN
esrj-93320	42	170	in	in	ADP
esrj-93320	42	171	the	the	DET
esrj-93320	42	172	finite	finite	ADJ
esrj-93320	42	173	element	element	NOUN
esrj-93320	42	174	method	method	NOUN
esrj-93320	42	175	,	,	PUNCT
esrj-93320	42	176	mesh	mesh	NOUN
esrj-93320	42	177	generation	generation	NOUN
esrj-93320	42	178	has	have	VERB
esrj-93320	42	179	a	a	DET
esrj-93320	42	180	great	great	ADJ
esrj-93320	42	181	influence	influence	NOUN
esrj-93320	42	182	on	on	ADP
esrj-93320	42	183	convergence	convergence	NOUN
esrj-93320	42	184	and	and	CCONJ
esrj-93320	42	185	solution	solution	NOUN
esrj-93320	42	186	speed	speed	NOUN
esrj-93320	42	187	.	.	PUNCT
esrj-93320	43	1	the	the	DET
esrj-93320	43	2	free	free	ADJ
esrj-93320	43	3	triangulation	triangulation	NOUN
esrj-93320	43	4	grid	grid	NOUN
esrj-93320	43	5	provided	provide	VERB
esrj-93320	43	6	by	by	ADP
esrj-93320	43	7	comsol	comsol	NOUN
esrj-93320	43	8	multiphysics	multiphysics	PROPN
esrj-93320	43	9	software	software	PROPN
esrj-93320	43	10	(	(	PUNCT
esrj-93320	43	11	kwan	kwan	PROPN
esrj-93320	43	12	et	et	PROPN
esrj-93320	43	13	al	al	PROPN
esrj-93320	43	14	.	.	PROPN
esrj-93320	43	15	,	,	PUNCT
esrj-93320	43	16	2019	2019	NUM
esrj-93320	43	17	;	;	PUNCT
esrj-93320	43	18	bouida	bouida	PROPN
esrj-93320	43	19	et	et	PROPN
esrj-93320	43	20	al	al	PROPN
esrj-93320	43	21	.	.	PROPN
esrj-93320	43	22	,	,	PUNCT
esrj-93320	43	23	2018	2018	NUM
esrj-93320	43	24	)	)	PUNCT
esrj-93320	43	25	is	be	AUX
esrj-93320	43	26	adopted	adopt	VERB
esrj-93320	43	27	for	for	ADP
esrj-93320	43	28	the	the	DET
esrj-93320	43	29	geotechnical	geotechnical	ADJ
esrj-93320	43	30	slope	slope	NOUN
esrj-93320	43	31	.	.	PUNCT
esrj-93320	44	1	the	the	DET
esrj-93320	44	2	whole	whole	ADJ
esrj-93320	44	3	grid	grid	NOUN
esrj-93320	44	4	consists	consist	VERB
esrj-93320	44	5	of	of	ADP
esrj-93320	44	6	11086	11086	NUM
esrj-93320	44	7	triangle	triangle	NOUN
esrj-93320	44	8	cells	cell	NOUN
esrj-93320	44	9	,	,	PUNCT
esrj-93320	44	10	431	431	NUM
esrj-93320	44	11	edge	edge	NOUN
esrj-93320	44	12	cells	cell	NOUN
esrj-93320	44	13	,	,	PUNCT
esrj-93320	44	14	41	41	NUM
esrj-93320	44	15	top	top	ADJ
esrj-93320	44	16	cells	cell	NOUN
esrj-93320	44	17	,	,	PUNCT
esrj-93320	44	18	0.5314	0.5314	NUM
esrj-93320	44	19	minimum	minimum	NOUN
esrj-93320	44	20	cell	cell	NOUN
esrj-93320	44	21	mass	mass	NOUN
esrj-93320	44	22	,	,	PUNCT
esrj-93320	44	23	0.9844	0.9844	NUM
esrj-93320	44	24	average	average	ADJ
esrj-93320	44	25	cell	cell	NOUN
esrj-93320	44	26	mass	mass	NOUN
esrj-93320	44	27	,	,	PUNCT
esrj-93320	44	28	0.05057	0.05057	NUM
esrj-93320	44	29	cell	cell	NOUN
esrj-93320	44	30	area	area	NOUN
esrj-93320	44	31	ratio	ratio	NOUN
esrj-93320	44	32	,	,	PUNCT
esrj-93320	44	33	6703m2	6703m2	PRON
esrj-93320	44	34	grid	grid	NOUN
esrj-93320	44	35	area	area	NOUN
esrj-93320	44	36	,	,	PUNCT
esrj-93320	44	37	2.247	2.247	NUM
esrj-93320	44	38	maximum	maximum	ADJ
esrj-93320	44	39	growth	growth	NOUN
esrj-93320	44	40	rate	rate	NOUN
esrj-93320	44	41	and	and	CCONJ
esrj-93320	44	42	1.095	1.095	NUM
esrj-93320	44	43	average	average	ADJ
esrj-93320	44	44	growth	growth	NOUN
esrj-93320	44	45	rate	rate	NOUN
esrj-93320	44	46	.	.	PUNCT
esrj-93320	45	1	calculation	calculation	NOUN
esrj-93320	45	2	of	of	ADP
esrj-93320	45	3	the	the	DET
esrj-93320	45	4	load	load	NOUN
esrj-93320	45	5	on	on	ADP
esrj-93320	45	6	the	the	DET
esrj-93320	45	7	slope	slope	NOUN
esrj-93320	45	8	it	it	PRON
esrj-93320	45	9	is	be	AUX
esrj-93320	45	10	necessary	necessary	ADJ
esrj-93320	45	11	to	to	PART
esrj-93320	45	12	calculate	calculate	VERB
esrj-93320	45	13	the	the	DET
esrj-93320	45	14	safety	safety	NOUN
esrj-93320	45	15	degree	degree	NOUN
esrj-93320	45	16	of	of	ADP
esrj-93320	45	17	the	the	DET
esrj-93320	45	18	fuzzy	fuzzy	ADJ
esrj-93320	45	19	point	point	NOUN
esrj-93320	45	20	before	before	ADP
esrj-93320	45	21	calculating	calculate	VERB
esrj-93320	45	22	the	the	DET
esrj-93320	45	23	load	load	NOUN
esrj-93320	45	24	on	on	ADP
esrj-93320	45	25	the	the	DET
esrj-93320	45	26	slope	slope	NOUN
esrj-93320	45	27	.	.	PUNCT
esrj-93320	46	1	the	the	DET
esrj-93320	46	2	fuzzy	fuzzy	ADJ
esrj-93320	46	3	point	point	NOUN
esrj-93320	46	4	safety	safety	NOUN
esrj-93320	46	5	factor	factor	NOUN
esrj-93320	46	6	ks	ks	PROPN
esrj-93320	46	7	is	be	AUX
esrj-93320	46	8	an	an	DET
esrj-93320	46	9	index	index	NOUN
esrj-93320	46	10	used	use	VERB
esrj-93320	46	11	to	to	PART
esrj-93320	46	12	evaluate	evaluate	VERB
esrj-93320	46	13	the	the	DET
esrj-93320	46	14	safety	safety	NOUN
esrj-93320	46	15	degree	degree	NOUN
esrj-93320	46	16	of	of	ADP
esrj-93320	46	17	each	each	DET
esrj-93320	46	18	point	point	NOUN
esrj-93320	46	19	in	in	ADP
esrj-93320	46	20	the	the	DET
esrj-93320	46	21	slope	slope	NOUN
esrj-93320	46	22	land	land	NOUN
esrj-93320	46	23	.	.	PUNCT
esrj-93320	47	1	to	to	ADP
esrj-93320	47	2	some	some	DET
esrj-93320	47	3	extent	extent	NOUN
esrj-93320	47	4	,	,	PUNCT
esrj-93320	47	5	it	it	PRON
esrj-93320	47	6	can	can	AUX
esrj-93320	47	7	reflect	reflect	VERB
esrj-93320	47	8	the	the	DET
esrj-93320	47	9	local	local	ADJ
esrj-93320	47	10	stability	stability	NOUN
esrj-93320	47	11	of	of	ADP
esrj-93320	47	12	the	the	DET
esrj-93320	47	13	slope	slope	NOUN
esrj-93320	47	14	.	.	PUNCT
esrj-93320	48	1	the	the	DET
esrj-93320	48	2	fuzzy	fuzzy	ADJ
esrj-93320	48	3	limit	limit	NOUN
esrj-93320	48	4	equilibrium	equilibrium	NOUN
esrj-93320	48	5	method	method	NOUN
esrj-93320	48	6	can	can	AUX
esrj-93320	48	7	be	be	AUX
esrj-93320	48	8	used	use	VERB
esrj-93320	48	9	to	to	PART
esrj-93320	48	10	study	study	VERB
esrj-93320	48	11	the	the	DET
esrj-93320	48	12	fuzzy	fuzzy	ADJ
esrj-93320	48	13	evaluation	evaluation	NOUN
esrj-93320	48	14	of	of	ADP
esrj-93320	48	15	the	the	DET
esrj-93320	48	16	overall	overall	ADJ
esrj-93320	48	17	stability	stability	NOUN
esrj-93320	48	18	of	of	ADP
esrj-93320	48	19	geotechnical	geotechnical	ADJ
esrj-93320	48	20	slope	slope	NOUN
esrj-93320	48	21	(	(	PUNCT
esrj-93320	48	22	sajjad	sajjad	PROPN
esrj-93320	48	23	et	et	PROPN
esrj-93320	48	24	al	al	PROPN
esrj-93320	48	25	.	.	PROPN
esrj-93320	48	26	,	,	PUNCT
esrj-93320	48	27	2018	2018	NUM
esrj-93320	48	28	)	)	PUNCT
esrj-93320	48	29	.	.	PUNCT
esrj-93320	49	1	the	the	DET
esrj-93320	49	2	safety	safety	NOUN
esrj-93320	49	3	factor	factor	NOUN
esrj-93320	49	4	ks	ks	PROPN
esrj-93320	49	5	of	of	ADP
esrj-93320	49	6	fuzzy	fuzzy	ADJ
esrj-93320	49	7	point	point	NOUN
esrj-93320	49	8	is	be	AUX
esrj-93320	49	9	a	a	DET
esrj-93320	49	10	ratio	ratio	NOUN
esrj-93320	49	11	of	of	ADP
esrj-93320	49	12	fuzzy	fuzzy	ADJ
esrj-93320	49	13	stress	stress	NOUN
esrj-93320	49	14	and	and	CCONJ
esrj-93320	49	15	shear	shear	NOUN
esrj-93320	49	16	strength	strength	NOUN
esrj-93320	49	17	of	of	ADP
esrj-93320	49	18	rock	rock	NOUN
esrj-93320	49	19	and	and	CCONJ
esrj-93320	49	20	soil	soil	NOUN
esrj-93320	49	21	.	.	PUNCT
esrj-93320	50	1	according	accord	VERB
esrj-93320	50	2	to	to	ADP
esrj-93320	50	3	the	the	DET
esrj-93320	50	4	mohr	mohr	PROPN
esrj-93320	50	5	coulomb	coulomb	PROPN
esrj-93320	50	6	criterion	criterion	NOUN
esrj-93320	50	7	,	,	PUNCT
esrj-93320	50	8	the	the	DET
esrj-93320	50	9	calculation	calculation	NOUN
esrj-93320	50	10	formula	formula	NOUN
esrj-93320	50	11	of	of	ADP
esrj-93320	50	12	point	point	NOUN
esrj-93320	50	13	safety	safety	NOUN
esrj-93320	50	14	factor	factor	NOUN
esrj-93320	50	15	is	be	AUX
esrj-93320	50	16	:	:	PUNCT
esrj-93320	50	17	k	k	PROPN
esrj-93320	50	18	c	c	X
esrj-93320	50	19	f	f	X
esrj-93320	50	20	s	s	NOUN
esrj-93320	50	21	=	=	X
esrj-93320	50	22	+	+	PROPN
esrj-93320	51	1	+	+	CCONJ
esrj-93320	51	2	+	+	CCONJ
esrj-93320	51	3	−	−	VERB
esrj-93320	51	4			NOUN
esrj-93320	51	5			NOUN
esrj-93320	51	6			PROPN
esrj-93320	51	7			PUNCT
esrj-93320	52	1			NOUN
esrj-93320	53	1	−	−	PROPN
esrj-93320	53	2	σ	σ	PROPN
esrj-93320	53	3	σ	σ	PROPN
esrj-93320	53	4	σ	σ	PROPN
esrj-93320	53	5	σ	σ	PROPN
esrj-93320	53	6	α	α	PROPN
esrj-93320	53	7	σ	σ	PROPN
esrj-93320	53	8	σ	σ	PROPN
esrj-93320	53	9	α	α	NOUN
esrj-93320	53	10	1	1	NUM
esrj-93320	53	11	2	2	NUM
esrj-93320	53	12	1	1	NUM
esrj-93320	53	13	2	2	NUM
esrj-93320	53	14	1	1	NUM
esrj-93320	53	15	2	2	NUM
esrj-93320	53	16	2	2	NUM
esrj-93320	53	17	2	2	NUM
esrj-93320	53	18	2	2	NUM
esrj-93320	53	19	2	2	NUM
esrj-93320	53	20	2	2	NUM
esrj-93320	53	21	cos	cos	PROPN
esrj-93320	53	22	sin	sin	NOUN
esrj-93320	53	23	(	(	PUNCT
esrj-93320	53	24	1	1	X
esrj-93320	53	25	)	)	PUNCT
esrj-93320	53	26	α	α	PROPN
esrj-93320	53	27	σ	σ	PROPN
esrj-93320	53	28	σ	σ	PROPN
esrj-93320	53	29	σ	σ	PROPN
esrj-93320	53	30	σ	σ	PROPN
esrj-93320	53	31	=	=	PUNCT
esrj-93320	53	32	−	−	PROPN
esrj-93320	53	33	−	−	VERB
esrj-93320	53	34			NOUN
esrj-93320	53	35			NOUN
esrj-93320	53	36			PROPN
esrj-93320	53	37			PUNCT
esrj-93320	53	38			NOUN
esrj-93320	53	39	+	+	CCONJ
esrj-93320	53	40	+	+	ADJ
esrj-93320	53	41			ADJ
esrj-93320	53	42			NOUN
esrj-93320	53	43			NOUN
esrj-93320	53	44			PROPN
esrj-93320	53	45			PUNCT
esrj-93320	54	1			NOUN
esrj-93320	54	2	−1	−1	VERB
esrj-93320	54	3	2	2	NUM
esrj-93320	54	4	2	2	NUM
esrj-93320	54	5	2	2	NUM
esrj-93320	54	6	1	1	NUM
esrj-93320	54	7	1	1	NUM
esrj-93320	54	8	2	2	NUM
esrj-93320	54	9	1	1	NUM
esrj-93320	54	10	2	2	NUM
esrj-93320	54	11	cos	cos	ADP
esrj-93320	54	12	f	f	PROPN
esrj-93320	54	13	c	c	PROPN
esrj-93320	54	14	f	f	PROPN
esrj-93320	54	15	(	(	PUNCT
esrj-93320	54	16	2	2	NUM
esrj-93320	54	17	)	)	PUNCT
esrj-93320	54	18	in	in	ADP
esrj-93320	54	19	the	the	DET
esrj-93320	54	20	calculation	calculation	NOUN
esrj-93320	54	21	of	of	ADP
esrj-93320	54	22	anti	anti	ADJ
esrj-93320	54	23	slope	slope	NOUN
esrj-93320	54	24	stability	stability	NOUN
esrj-93320	54	25	,	,	PUNCT
esrj-93320	54	26	because	because	SCONJ
esrj-93320	54	27	the	the	DET
esrj-93320	54	28	structure	structure	NOUN
esrj-93320	54	29	of	of	ADP
esrj-93320	54	30	rock	rock	NOUN
esrj-93320	54	31	and	and	CCONJ
esrj-93320	54	32	soil	soil	NOUN
esrj-93320	54	33	slope	slope	NOUN
esrj-93320	54	34	has	have	VERB
esrj-93320	54	35	no	no	DET
esrj-93320	54	36	bottom	bottom	NOUN
esrj-93320	54	37	,	,	PUNCT
esrj-93320	54	38	the	the	DET
esrj-93320	54	39	soil	soil	NOUN
esrj-93320	54	40	in	in	ADP
esrj-93320	54	41	the	the	DET
esrj-93320	54	42	slope	slope	NOUN
esrj-93320	54	43	can	can	AUX
esrj-93320	54	44	not	not	PART
esrj-93320	54	45	participate	participate	VERB
esrj-93320	54	46	in	in	ADP
esrj-93320	54	47	the	the	DET
esrj-93320	54	48	anti	anti	ADJ
esrj-93320	54	49	slope	slope	NOUN
esrj-93320	54	50	work	work	NOUN
esrj-93320	54	51	.	.	PUNCT
esrj-93320	55	1	according	accord	VERB
esrj-93320	55	2	to	to	ADP
esrj-93320	55	3	the	the	DET
esrj-93320	55	4	research	research	NOUN
esrj-93320	55	5	results	result	NOUN
esrj-93320	55	6	on	on	ADP
esrj-93320	55	7	the	the	DET
esrj-93320	55	8	structure	structure	NOUN
esrj-93320	55	9	of	of	ADP
esrj-93320	55	10	rock	rock	NOUN
esrj-93320	55	11	and	and	CCONJ
esrj-93320	55	12	soil	soil	NOUN
esrj-93320	55	13	slope	slope	NOUN
esrj-93320	55	14	,	,	PUNCT
esrj-93320	55	15	70	70	NUM
esrj-93320	55	16	%	%	NOUN
esrj-93320	55	17	of	of	ADP
esrj-93320	55	18	the	the	DET
esrj-93320	55	19	weight	weight	NOUN
esrj-93320	55	20	of	of	ADP
esrj-93320	55	21	soil	soil	NOUN
esrj-93320	55	22	in	in	ADP
esrj-93320	55	23	the	the	DET
esrj-93320	55	24	slope	slope	NOUN
esrj-93320	55	25	can	can	AUX
esrj-93320	55	26	be	be	AUX
esrj-93320	55	27	taken	take	VERB
esrj-93320	55	28	as	as	ADP
esrj-93320	55	29	the	the	DET
esrj-93320	55	30	effective	effective	ADJ
esrj-93320	55	31	weight	weight	NOUN
esrj-93320	55	32	of	of	ADP
esrj-93320	55	33	anti	anti	ADJ
esrj-93320	55	34	slope	slope	NOUN
esrj-93320	55	35	stability	stability	NOUN
esrj-93320	55	36	,	,	PUNCT
esrj-93320	55	37	then	then	ADV
esrj-93320	55	38	the	the	DET
esrj-93320	55	39	expression	expression	NOUN
esrj-93320	55	40	of	of	ADP
esrj-93320	55	41	gravity	gravity	NOUN
esrj-93320	55	42	g	g	NOUN
esrj-93320	55	43	is	be	AUX
esrj-93320	55	44	:	:	PUNCT
esrj-93320	55	45	g	g	PROPN
esrj-93320	55	46	g	g	PROPN
esrj-93320	55	47	h	h	PROPN
esrj-93320	55	48	blt	blt	PROPN
esrj-93320	56	1	i	i	PRON
esrj-93320	56	2	i=	i=	VERB
esrj-93320	57	1	+	+	CCONJ
esrj-93320	57	2	(	(	PUNCT
esrj-93320	57	3	)	)	PUNCT
esrj-93320	57	4	∑0	∑0	PROPN
esrj-93320	57	5	7	7	NUM
esrj-93320	57	6	.	.	PUNCT
esrj-93320	57	7	γ	γ	X
esrj-93320	57	8	(	(	PUNCT
esrj-93320	57	9	3	3	NUM
esrj-93320	57	10	)	)	PUNCT
esrj-93320	57	11	where	where	SCONJ
esrj-93320	57	12	:	:	PUNCT
esrj-93320	57	13	gt	gt	PROPN
esrj-93320	57	14	is	be	AUX
esrj-93320	57	15	the	the	DET
esrj-93320	57	16	weight	weight	NOUN
esrj-93320	57	17	of	of	ADP
esrj-93320	57	18	the	the	DET
esrj-93320	57	19	slope	slope	NOUN
esrj-93320	57	20	,	,	PUNCT
esrj-93320	57	21	i	i	PROPN
esrj-93320	57	22	and	and	CCONJ
esrj-93320	57	23	hi	hi	INTJ
esrj-93320	57	24	are	be	AUX
esrj-93320	57	25	the	the	DET
esrj-93320	57	26	weight	weight	NOUN
esrj-93320	57	27	and	and	CCONJ
esrj-93320	57	28	depth	depth	NOUN
esrj-93320	57	29	of	of	ADP
esrj-93320	57	30	the	the	DET
esrj-93320	57	31	i	i	PROPN
esrj-93320	57	32	layer	layer	NOUN
esrj-93320	57	33	soil	soil	NOUN
esrj-93320	57	34	in	in	ADP
esrj-93320	57	35	the	the	DET
esrj-93320	57	36	slope	slope	NOUN
esrj-93320	57	37	,	,	PUNCT
esrj-93320	57	38	b	b	PROPN
esrj-93320	57	39	is	be	AUX
esrj-93320	57	40	the	the	DET
esrj-93320	57	41	width	width	NOUN
esrj-93320	57	42	of	of	ADP
esrj-93320	57	43	the	the	DET
esrj-93320	57	44	simplified	simplified	ADJ
esrj-93320	57	45	structure	structure	NOUN
esrj-93320	57	46	,	,	PUNCT
esrj-93320	57	47	and	and	CCONJ
esrj-93320	57	48	l	l	NOUN
esrj-93320	57	49	is	be	AUX
esrj-93320	57	50	the	the	DET
esrj-93320	57	51	distance	distance	NOUN
esrj-93320	57	52	between	between	ADP
esrj-93320	57	53	the	the	DET
esrj-93320	57	54	centerline	centerline	NOUN
esrj-93320	57	55	of	of	ADP
esrj-93320	57	56	the	the	DET
esrj-93320	57	57	rock	rock	NOUN
esrj-93320	57	58	soil	soil	NOUN
esrj-93320	57	59	slope	slope	NOUN
esrj-93320	57	60	structure	structure	NOUN
esrj-93320	57	61	and	and	CCONJ
esrj-93320	57	62	the	the	DET
esrj-93320	57	63	centerline	centerline	NOUN
esrj-93320	57	64	of	of	ADP
esrj-93320	57	65	the	the	DET
esrj-93320	57	66	subgrid	subgrid	PROPN
esrj-93320	57	67	bin	bin	PROPN
esrj-93320	57	68	.	.	PUNCT
esrj-93320	58	1	it	it	PRON
esrj-93320	58	2	is	be	AUX
esrj-93320	58	3	assumed	assume	VERB
esrj-93320	58	4	that	that	SCONJ
esrj-93320	58	5	the	the	DET
esrj-93320	58	6	earth	earth	NOUN
esrj-93320	58	7	pressure	pressure	NOUN
esrj-93320	58	8	on	on	ADP
esrj-93320	58	9	both	both	DET
esrj-93320	58	10	sides	side	NOUN
esrj-93320	58	11	of	of	ADP
esrj-93320	58	12	the	the	DET
esrj-93320	58	13	slope	slope	NOUN
esrj-93320	58	14	will	will	AUX
esrj-93320	58	15	reach	reach	VERB
esrj-93320	58	16	the	the	DET
esrj-93320	58	17	limit	limit	NOUN
esrj-93320	58	18	value	value	NOUN
esrj-93320	58	19	when	when	SCONJ
esrj-93320	58	20	the	the	DET
esrj-93320	58	21	immersed	immerse	VERB
esrj-93320	58	22	rock	rock	NOUN
esrj-93320	58	23	soil	soil	NOUN
esrj-93320	58	24	slope	slope	NOUN
esrj-93320	58	25	structure	structure	NOUN
esrj-93320	58	26	reaches	reach	VERB
esrj-93320	58	27	the	the	DET
esrj-93320	58	28	ultimate	ultimate	ADJ
esrj-93320	58	29	failure	failure	NOUN
esrj-93320	58	30	state	state	NOUN
esrj-93320	58	31	.	.	PUNCT
esrj-93320	59	1	according	accord	VERB
esrj-93320	59	2	to	to	ADP
esrj-93320	59	3	the	the	DET
esrj-93320	59	4	analysis	analysis	NOUN
esrj-93320	59	5	in	in	ADP
esrj-93320	59	6	1.1	1.1	NUM
esrj-93320	59	7	,	,	PUNCT
esrj-93320	59	8	the	the	DET
esrj-93320	59	9	active	active	ADJ
esrj-93320	59	10	earth	earth	NOUN
esrj-93320	59	11	pressure	pressure	NOUN
esrj-93320	59	12	on	on	ADP
esrj-93320	59	13	the	the	DET
esrj-93320	59	14	landside	landside	NOUN
esrj-93320	59	15	of	of	ADP
esrj-93320	59	16	the	the	DET
esrj-93320	59	17	slope	slope	NOUN
esrj-93320	59	18	is	be	AUX
esrj-93320	59	19	multiplied	multiply	VERB
esrj-93320	59	20	by	by	ADP
esrj-93320	59	21	the	the	DET
esrj-93320	59	22	rankine	rankine	PROPN
esrj-93320	59	23	active	active	ADJ
esrj-93320	59	24	earth	earth	NOUN
esrj-93320	59	25	pressure	pressure	NOUN
esrj-93320	59	26	resultant	resultant	VERB
esrj-93320	59	27	force	force	NOUN
esrj-93320	59	28	on	on	ADP
esrj-93320	59	29	the	the	DET
esrj-93320	59	30	imaginary	imaginary	ADJ
esrj-93320	59	31	vertical	vertical	ADJ
esrj-93320	59	32	plane	plane	NOUN
esrj-93320	59	33	by	by	ADP
esrj-93320	59	34	the	the	DET
esrj-93320	59	35	fuzzy	fuzzy	ADJ
esrj-93320	59	36	statistical	statistical	ADJ
esrj-93320	59	37	coefficient	coefficient	NOUN
esrj-93320	59	38	of	of	ADP
esrj-93320	59	39	0.75	0.75	NUM
esrj-93320	59	40	,	,	PUNCT
esrj-93320	59	41	and	and	CCONJ
esrj-93320	59	42	the	the	DET
esrj-93320	59	43	passive	passive	ADJ
esrj-93320	59	44	earth	earth	NOUN
esrj-93320	59	45	pressure	pressure	NOUN
esrj-93320	59	46	on	on	ADP
esrj-93320	59	47	the	the	DET
esrj-93320	59	48	sea	sea	NOUN
esrj-93320	59	49	side	side	NOUN
esrj-93320	59	50	of	of	ADP
esrj-93320	59	51	the	the	DET
esrj-93320	59	52	slope	slope	NOUN
esrj-93320	59	53	is	be	AUX
esrj-93320	59	54	multiplied	multiply	VERB
esrj-93320	59	55	by	by	ADP
esrj-93320	59	56	the	the	DET
esrj-93320	59	57	rankine	rankine	PROPN
esrj-93320	59	58	passive	passive	ADJ
esrj-93320	59	59	earth	earth	NOUN
esrj-93320	59	60	pressure	pressure	NOUN
esrj-93320	59	61	resultant	resultant	VERB
esrj-93320	59	62	force	force	NOUN
esrj-93320	59	63	on	on	ADP
esrj-93320	59	64	the	the	DET
esrj-93320	59	65	imaginary	imaginary	ADJ
esrj-93320	59	66	vertical	vertical	ADJ
esrj-93320	59	67	plane	plane	NOUN
esrj-93320	59	68	by	by	ADP
esrj-93320	59	69	the	the	DET
esrj-93320	59	70	coefficient	coefficient	NOUN
esrj-93320	59	71	of	of	ADP
esrj-93320	59	72	1.2	1.2	NUM
esrj-93320	59	73	.	.	PUNCT
esrj-93320	60	1	the	the	DET
esrj-93320	60	2	specific	specific	ADJ
esrj-93320	60	3	expression	expression	NOUN
esrj-93320	60	4	is	be	AUX
esrj-93320	60	5	:	:	PUNCT
esrj-93320	60	6	f	f	X
esrj-93320	60	7	l	l	NOUN
esrj-93320	60	8	e	e	PRON
esrj-93320	60	9	dya	dya	VERB
esrj-93320	60	10	a	a	DET
esrj-93320	60	11	h	h	NOUN
esrj-93320	60	12	t	t	NOUN
esrj-93320	60	13	=	=	PUNCT
esrj-93320	61	1	+	+	CCONJ
esrj-93320	61	2	∫0	∫0	ADP
esrj-93320	61	3	75	75	NUM
esrj-93320	61	4	0	0	NUM
esrj-93320	61	5	0	0	NUM
esrj-93320	61	6	.	.	PUNCT
esrj-93320	62	1	(	(	PUNCT
esrj-93320	62	2	4	4	X
esrj-93320	62	3	)	)	PUNCT
esrj-93320	62	4	e	e	NOUN
esrj-93320	62	5	h	h	NOUN
esrj-93320	63	1	k	k	PROPN
esrj-93320	63	2	c	c	PROPN
esrj-93320	63	3	k	k	PROPN
esrj-93320	63	4	qka	qka	VERB
esrj-93320	63	5	i	i	PRON
esrj-93320	63	6	i	i	PRON
esrj-93320	63	7	a	a	PRON
esrj-93320	63	8	a	a	DET
esrj-93320	63	9	a=	a=	NOUN
esrj-93320	63	10	(	(	PUNCT
esrj-93320	63	11	)	)	PUNCT
esrj-93320	63	12	−	−	PROPN
esrj-93320	64	1	+	+	NOUN
esrj-93320	64	2	γ	γ	X
esrj-93320	64	3	2	2	NUM
esrj-93320	64	4	(	(	PUNCT
esrj-93320	64	5	5	5	NUM
esrj-93320	64	6	)	)	PUNCT
esrj-93320	64	7	f	f	NOUN
esrj-93320	64	8	l	l	NOUN
esrj-93320	64	9	e	e	X
esrj-93320	64	10	dyp	dyp	PROPN
esrj-93320	64	11	p	p	PROPN
esrj-93320	64	12	t	t	PROPN
esrj-93320	64	13	=	=	SYM
esrj-93320	64	14	∫1	∫1	X
esrj-93320	64	15	2	2	NUM
esrj-93320	64	16	0	0	NUM
esrj-93320	64	17	0	0	NUM
esrj-93320	64	18	.	.	PUNCT
esrj-93320	65	1	(	(	PUNCT
esrj-93320	65	2	6	6	NUM
esrj-93320	65	3	)	)	PUNCT
esrj-93320	65	4	e	e	NOUN
esrj-93320	65	5	h	h	NOUN
esrj-93320	66	1	k	k	NOUN
esrj-93320	66	2	c	c	INTJ
esrj-93320	66	3	kp	kp	PROPN
esrj-93320	67	1	i	i	PRON
esrj-93320	67	2	i	i	PRON
esrj-93320	67	3	p	p	NOUN
esrj-93320	67	4	p=	p=	PROPN
esrj-93320	67	5	(	(	PUNCT
esrj-93320	67	6	)	)	PUNCT
esrj-93320	67	7	+	+	ADP
esrj-93320	67	8	γ	γ	X
esrj-93320	67	9	2	2	NUM
esrj-93320	67	10	(	(	PUNCT
esrj-93320	67	11	7	7	NUM
esrj-93320	67	12	)	)	PUNCT
esrj-93320	67	13	in	in	ADP
esrj-93320	67	14	the	the	DET
esrj-93320	67	15	formula	formula	NOUN
esrj-93320	67	16	,	,	PUNCT
esrj-93320	67	17	h	h	NOUN
esrj-93320	67	18	is	be	AUX
esrj-93320	67	19	the	the	DET
esrj-93320	67	20	height	height	NOUN
esrj-93320	67	21	of	of	ADP
esrj-93320	67	22	the	the	DET
esrj-93320	67	23	non	non	NOUN
esrj-93320	67	24	embedded	embed	VERB
esrj-93320	67	25	part	part	NOUN
esrj-93320	67	26	of	of	ADP
esrj-93320	67	27	the	the	DET
esrj-93320	67	28	slope	slope	NOUN
esrj-93320	67	29	,	,	PUNCT
esrj-93320	67	30	t0	t0	PROPN
esrj-93320	67	31	is	be	AUX
esrj-93320	67	32	the	the	DET
esrj-93320	67	33	depth	depth	NOUN
esrj-93320	67	34	of	of	ADP
esrj-93320	67	35	the	the	DET
esrj-93320	67	36	slope	slope	NOUN
esrj-93320	67	37	,	,	PUNCT
esrj-93320	67	38	ea	ea	PROPN
esrj-93320	67	39	and	and	CCONJ
esrj-93320	67	40	ep	ep	PROPN
esrj-93320	67	41	are	be	AUX
esrj-93320	67	42	the	the	DET
esrj-93320	67	43	active	active	ADJ
esrj-93320	67	44	earth	earth	NOUN
esrj-93320	67	45	pressure	pressure	NOUN
esrj-93320	67	46	and	and	CCONJ
esrj-93320	67	47	passive	passive	ADJ
esrj-93320	67	48	earth	earth	NOUN
esrj-93320	67	49	pressure	pressure	NOUN
esrj-93320	67	50	values	value	NOUN
esrj-93320	67	51	at	at	ADP
esrj-93320	67	52	a	a	DET
esrj-93320	67	53	certain	certain	ADJ
esrj-93320	67	54	depth	depth	NOUN
esrj-93320	67	55	,	,	PUNCT
esrj-93320	67	56	fa	fa	PROPN
esrj-93320	67	57	and	and	CCONJ
esrj-93320	67	58	fp	fp	PROPN
esrj-93320	67	59	are	be	AUX
esrj-93320	67	60	the	the	DET
esrj-93320	67	61	active	active	ADJ
esrj-93320	67	62	and	and	CCONJ
esrj-93320	67	63	passive	passive	ADJ
esrj-93320	67	64	earth	earth	NOUN
esrj-93320	67	65	pressure	pressure	NOUN
esrj-93320	67	66	resultant	resultant	NOUN
esrj-93320	67	67	values	value	NOUN
esrj-93320	67	68	of	of	ADP
esrj-93320	67	69	the	the	DET
esrj-93320	67	70	wall	wall	NOUN
esrj-93320	67	71	,	,	PUNCT
esrj-93320	67	72	i	i	PROPN
esrj-93320	67	73	and	and	CCONJ
esrj-93320	67	74	hi	hi	INTJ
esrj-93320	67	75	are	be	AUX
esrj-93320	67	76	the	the	DET
esrj-93320	67	77	weight	weight	NOUN
esrj-93320	67	78	and	and	CCONJ
esrj-93320	67	79	depth	depth	NOUN
esrj-93320	67	80	of	of	ADP
esrj-93320	67	81	the	the	DET
esrj-93320	67	82	soil	soil	NOUN
esrj-93320	67	83	in	in	ADP
esrj-93320	67	84	the	the	DET
esrj-93320	67	85	i	i	PROPN
esrj-93320	67	86	layer	layer	NOUN
esrj-93320	67	87	,	,	PUNCT
esrj-93320	67	88	l	l	NOUN
esrj-93320	67	89	is	be	AUX
esrj-93320	67	90	the	the	DET
esrj-93320	67	91	distance	distance	NOUN
esrj-93320	67	92	between	between	ADP
esrj-93320	67	93	the	the	DET
esrj-93320	67	94	centerline	centerline	NOUN
esrj-93320	67	95	of	of	ADP
esrj-93320	67	96	the	the	DET
esrj-93320	67	97	geotechnical	geotechnical	ADJ
esrj-93320	67	98	slope	slope	NOUN
esrj-93320	67	99	ground	ground	NOUN
esrj-93320	67	100	structure	structure	NOUN
esrj-93320	67	101	and	and	CCONJ
esrj-93320	67	102	the	the	DET
esrj-93320	67	103	centerline	centerline	NOUN
esrj-93320	67	104	of	of	ADP
esrj-93320	67	105	the	the	DET
esrj-93320	67	106	sub	sub	NOUN
esrj-93320	67	107	compartment	compartment	NOUN
esrj-93320	67	108	.	.	PUNCT
esrj-93320	68	1	according	accord	VERB
esrj-93320	68	2	to	to	ADP
esrj-93320	68	3	the	the	DET
esrj-93320	68	4	american	american	PROPN
esrj-93320	68	5	api	api	PROPN
esrj-93320	68	6	code	code	PROPN
esrj-93320	68	7	,	,	PUNCT
esrj-93320	68	8	the	the	DET
esrj-93320	68	9	friction	friction	NOUN
esrj-93320	68	10	force	force	NOUN
esrj-93320	68	11	f	f	PROPN
esrj-93320	68	12	ei	ei	INTJ
esrj-93320	68	13	d=	d=	NUM
esrj-93320	68	14	/	/	SYM
esrj-93320	68	15	of	of	ADP
esrj-93320	68	16	soft	soft	ADJ
esrj-93320	68	17	clay	clay	NOUN
esrj-93320	68	18	to	to	ADP
esrj-93320	68	19	the	the	DET
esrj-93320	68	20	unit	unit	NOUN
esrj-93320	68	21	area	area	NOUN
esrj-93320	68	22	of	of	ADP
esrj-93320	68	23	rock	rock	NOUN
esrj-93320	68	24	soil	soil	NOUN
esrj-93320	68	25	slope	slope	NOUN
esrj-93320	68	26	is	be	AUX
esrj-93320	68	27	not	not	PART
esrj-93320	68	28	greater	great	ADJ
esrj-93320	68	29	than	than	ADP
esrj-93320	68	30	the	the	DET
esrj-93320	68	31	undrained	undrained	ADJ
esrj-93320	68	32	shear	shear	NOUN
esrj-93320	68	33	strength	strength	PROPN
esrj-93320	68	34	cu	cu	PROPN
esrj-93320	68	35	of	of	ADP
esrj-93320	68	36	soft	soft	ADJ
esrj-93320	68	37	clay	clay	NOUN
esrj-93320	68	38	;	;	PUNCT
esrj-93320	68	39	the	the	DET
esrj-93320	68	40	maximum	maximum	ADJ
esrj-93320	68	41	end	end	NOUN
esrj-93320	68	42	resistance	resistance	NOUN
esrj-93320	68	43	stress	stress	NOUN
esrj-93320	68	44	(	(	PUNCT
esrj-93320	68	45	soil	soil	NOUN
esrj-93320	68	46	reaction	reaction	NOUN
esrj-93320	68	47	at	at	ADP
esrj-93320	68	48	the	the	DET
esrj-93320	68	49	bottom	bottom	NOUN
esrj-93320	68	50	of	of	ADP
esrj-93320	68	51	slope	slope	NOUN
esrj-93320	68	52	)	)	PUNCT
esrj-93320	68	53	is	be	AUX
esrj-93320	68	54	9cu	9cu	ADJ
esrj-93320	68	55	.	.	PUNCT
esrj-93320	69	1	assuming	assume	VERB
esrj-93320	69	2	that	that	SCONJ
esrj-93320	69	3	when	when	SCONJ
esrj-93320	69	4	the	the	DET
esrj-93320	69	5	rock	rock	NOUN
esrj-93320	69	6	soil	soil	NOUN
esrj-93320	69	7	slope	slope	NOUN
esrj-93320	69	8	structure	structure	NOUN
esrj-93320	69	9	reaches	reach	VERB
esrj-93320	69	10	the	the	DET
esrj-93320	69	11	ultimate	ultimate	ADJ
esrj-93320	69	12	failure	failure	NOUN
esrj-93320	69	13	state	state	NOUN
esrj-93320	69	14	,	,	PUNCT
esrj-93320	69	15	the	the	DET
esrj-93320	69	16	side	side	NOUN
esrj-93320	69	17	friction	friction	NOUN
esrj-93320	69	18	and	and	CCONJ
esrj-93320	69	19	bottom	bottom	ADJ
esrj-93320	69	20	reaction	reaction	NOUN
esrj-93320	69	21	of	of	ADP
esrj-93320	69	22	the	the	DET
esrj-93320	69	23	slope	slope	NOUN
esrj-93320	69	24	body	body	NOUN
esrj-93320	69	25	reach	reach	VERB
esrj-93320	69	26	the	the	DET
esrj-93320	69	27	limit	limit	NOUN
esrj-93320	69	28	value	value	NOUN
esrj-93320	69	29	,	,	PUNCT
esrj-93320	69	30	then	then	ADV
esrj-93320	69	31	:	:	PUNCT
esrj-93320	69	32	f	f	X
esrj-93320	69	33	l	l	NOUN
esrj-93320	69	34	c	c	NOUN
esrj-93320	69	35	dyu	dyu	INTJ
esrj-93320	69	36	t	t	X
esrj-93320	69	37			NOUN
esrj-93320	70	1	=	=	PUNCT
esrj-93320	70	2	∫0	∫0	ADP
esrj-93320	70	3	0	0	NUM
esrj-93320	70	4	(	(	PUNCT
esrj-93320	70	5	8)	8)	NUM
esrj-93320	70	6	f	f	NOUN
esrj-93320	70	7	l	l	NOUN
esrj-93320	70	8	c	c	NOUN
esrj-93320	71	1	dyu	dyu	INTJ
esrj-93320	71	2	h	h	NOUN
esrj-93320	71	3	t	t	PROPN
esrj-93320	71	4			NOUN
esrj-93320	72	1	=	=	PUNCT
esrj-93320	73	1	+	+	CCONJ
esrj-93320	73	2	∫0	∫0	ADP
esrj-93320	73	3	0	0	NUM
esrj-93320	73	4	(	(	PUNCT
esrj-93320	73	5	9	9	NUM
esrj-93320	73	6	)	)	PUNCT
esrj-93320	73	7	f	f	NOUN
esrj-93320	74	1	c	c	NOUN
esrj-93320	74	2	l	l	NOUN
esrj-93320	74	3	d	d	X
esrj-93320	74	4	xr	xr	PROPN
esrj-93320	74	5	u=	u=	PROPN
esrj-93320	74	6	+	+	PROPN
esrj-93320	74	7	(	(	PUNCT
esrj-93320	74	8	)	)	PUNCT
esrj-93320	74	9	9	9	NUM
esrj-93320	74	10	β	β	X
esrj-93320	74	11	(	(	PUNCT
esrj-93320	74	12	10	10	NUM
esrj-93320	74	13	)	)	PUNCT
esrj-93320	74	14	among	among	ADP
esrj-93320	74	15	them	they	PRON
esrj-93320	74	16	,	,	PUNCT
esrj-93320	74	17	the	the	DET
esrj-93320	74	18	value	value	NOUN
esrj-93320	74	19	of	of	ADP
esrj-93320	74	20	cu	cu	PROPN
esrj-93320	74	21	is	be	AUX
esrj-93320	74	22	derived	derive	VERB
esrj-93320	74	23	from	from	ADP
esrj-93320	74	24	the	the	DET
esrj-93320	74	25	shear	shear	NOUN
esrj-93320	74	26	strength	strength	NOUN
esrj-93320	74	27	formula	formula	NOUN
esrj-93320	74	28	and	and	CCONJ
esrj-93320	74	29	c	c	NOUN
esrj-93320	74	30	and	and	CCONJ
esrj-93320	74	31	.	.	X
esrj-93320	74	32	at	at	ADP
esrj-93320	74	33	a	a	DET
esrj-93320	74	34	point	point	NOUN
esrj-93320	74	35	where	where	SCONJ
esrj-93320	74	36	the	the	DET
esrj-93320	74	37	depth	depth	NOUN
esrj-93320	74	38	from	from	ADP
esrj-93320	74	39	the	the	DET
esrj-93320	74	40	ground	ground	NOUN
esrj-93320	74	41	is	be	AUX
esrj-93320	74	42	y	y	PROPN
esrj-93320	74	43	,	,	PUNCT
esrj-93320	74	44	the	the	DET
esrj-93320	74	45	undrained	undrained	ADJ
esrj-93320	74	46	shear	shear	NOUN
esrj-93320	74	47	strength	strength	NOUN
esrj-93320	74	48	of	of	ADP
esrj-93320	74	49	soft	soft	ADJ
esrj-93320	74	50	clay	clay	NOUN
esrj-93320	74	51	is	be	AUX
esrj-93320	74	52	:	:	PUNCT
esrj-93320	74	53	c	c	X
esrj-93320	75	1	k	k	PROPN
esrj-93320	75	2	u	u	PROPN
esrj-93320	75	3	h	h	NOUN
esrj-93320	75	4	cu	cu	PROPN
esrj-93320	75	5	t	t	PROPN
esrj-93320	76	1	i	i	PRON
esrj-93320	76	2	i=	i=	PROPN
esrj-93320	76	3	(	(	PUNCT
esrj-93320	76	4	)	)	PUNCT
esrj-93320	77	1	+	+	ADP
esrj-93320	77	2	∑0	∑0	PROPN
esrj-93320	77	3	γ	γ	PROPN
esrj-93320	77	4	ϕtan	ϕtan	PROPN
esrj-93320	77	5	(	(	PUNCT
esrj-93320	77	6	11	11	NUM
esrj-93320	77	7	)	)	PUNCT
esrj-93320	78	1	where	where	SCONJ
esrj-93320	78	2	:	:	PUNCT
esrj-93320	78	3	γ	γ	X
esrj-93320	78	4	i	i	PRON
esrj-93320	78	5	ih	ih	PROPN
esrj-93320	78	6	(	(	PUNCT
esrj-93320	78	7	)	)	PUNCT
esrj-93320	78	8	∑	∑	PROPN
esrj-93320	78	9	is	be	AUX
esrj-93320	78	10	the	the	DET
esrj-93320	78	11	weight	weight	NOUN
esrj-93320	78	12	of	of	ADP
esrj-93320	78	13	all	all	DET
esrj-93320	78	14	soil	soil	NOUN
esrj-93320	78	15	layers	layer	NOUN
esrj-93320	78	16	from	from	ADP
esrj-93320	78	17	above	above	ADP
esrj-93320	78	18	y	y	PRON
esrj-93320	78	19	to	to	ADP
esrj-93320	78	20	the	the	DET
esrj-93320	78	21	ground	ground	NOUN
esrj-93320	78	22	,	,	PUNCT
esrj-93320	78	23	and	and	CCONJ
esrj-93320	78	24	the	the	DET
esrj-93320	78	25	meaning	meaning	NOUN
esrj-93320	78	26	of	of	ADP
esrj-93320	78	27	other	other	ADJ
esrj-93320	78	28	symbols	symbol	NOUN
esrj-93320	78	29	is	be	AUX
esrj-93320	78	30	the	the	DET
esrj-93320	78	31	same	same	ADJ
esrj-93320	78	32	as	as	ADP
esrj-93320	78	33	before	before	ADV
esrj-93320	78	34	.	.	PUNCT
esrj-93320	79	1	at	at	ADP
esrj-93320	79	2	the	the	DET
esrj-93320	79	3	depth	depth	NOUN
esrj-93320	79	4	of	of	ADP
esrj-93320	79	5	slope	slope	NOUN
esrj-93320	79	6	bottom	bottom	NOUN
esrj-93320	79	7	,	,	PUNCT
esrj-93320	79	8	the	the	DET
esrj-93320	79	9	undrained	undrained	ADJ
esrj-93320	79	10	shear	shear	NOUN
esrj-93320	79	11	strength	strength	NOUN
esrj-93320	79	12	of	of	ADP
esrj-93320	79	13	soft	soft	ADJ
esrj-93320	79	14	clay	clay	NOUN
esrj-93320	79	15	is	be	AUX
esrj-93320	79	16	:	:	PUNCT
esrj-93320	79	17	c	c	X
esrj-93320	79	18	u	u	NOUN
esrj-93320	79	19	h	h	NOUN
esrj-93320	79	20	cu	cu	PROPN
esrj-93320	79	21	t	t	PROPN
esrj-93320	80	1	i	i	PRON
esrj-93320	80	2	i=	i=	PROPN
esrj-93320	80	3	(	(	PUNCT
esrj-93320	80	4	)	)	PUNCT
esrj-93320	81	1	+	+	ADV
esrj-93320	81	2	∑	∑	PART
esrj-93320	81	3	γ	γ	X
esrj-93320	81	4	ϕtan	ϕtan	PROPN
esrj-93320	81	5	(	(	PUNCT
esrj-93320	81	6	12	12	NUM
esrj-93320	81	7	)	)	PUNCT
esrj-93320	82	1	where	where	SCONJ
esrj-93320	82	2	:	:	PUNCT
esrj-93320	82	3	γ	γ	X
esrj-93320	82	4	i	i	PRON
esrj-93320	82	5	ih	ih	PROPN
esrj-93320	82	6	(	(	PUNCT
esrj-93320	82	7	)	)	PUNCT
esrj-93320	82	8	∑	∑	PROPN
esrj-93320	82	9	is	be	AUX
esrj-93320	82	10	the	the	DET
esrj-93320	82	11	weight	weight	NOUN
esrj-93320	82	12	of	of	ADP
esrj-93320	82	13	all	all	DET
esrj-93320	82	14	soil	soil	NOUN
esrj-93320	82	15	layers	layer	NOUN
esrj-93320	82	16	above	above	ADP
esrj-93320	82	17	the	the	DET
esrj-93320	82	18	slope	slope	NOUN
esrj-93320	82	19	bottom	bottom	NOUN
esrj-93320	82	20	,	,	PUNCT
esrj-93320	82	21	and	and	CCONJ
esrj-93320	82	22	other	other	ADJ
esrj-93320	82	23	symbols	symbol	NOUN
esrj-93320	82	24	have	have	VERB
esrj-93320	82	25	the	the	DET
esrj-93320	82	26	same	same	ADJ
esrj-93320	82	27	meaning	meaning	NOUN
esrj-93320	82	28	.	.	PUNCT
esrj-93320	83	1	in	in	ADP
esrj-93320	83	2	the	the	DET
esrj-93320	83	3	formula	formula	NOUN
esrj-93320	83	4	,	,	PUNCT
esrj-93320	83	5	c	c	PROPN
esrj-93320	83	6	is	be	AUX
esrj-93320	83	7	the	the	DET
esrj-93320	83	8	cohesion	cohesion	NOUN
esrj-93320	83	9	of	of	ADP
esrj-93320	83	10	rock	rock	NOUN
esrj-93320	83	11	mass	mass	PROPN
esrj-93320	83	12	;	;	PUNCT
esrj-93320	83	13	f	f	PROPN
esrj-93320	83	14	ei	ei	INTJ
esrj-93320	83	15	d=	d=	NUM
esrj-93320	83	16	/	/	PUNCT
esrj-93320	83	17	is	be	AUX
esrj-93320	83	18	the	the	DET
esrj-93320	83	19	friction	friction	NOUN
esrj-93320	83	20	coefficient	coefficient	NOUN
esrj-93320	83	21			PROPN
esrj-93320	83	22	1	1	NUM
esrj-93320	83	23	of	of	ADP
esrj-93320	83	24	rock	rock	NOUN
esrj-93320	83	25	;	;	PUNCT
esrj-93320	83	26			PROPN
esrj-93320	83	27	2	2	NUM
esrj-93320	83	28	is	be	AUX
esrj-93320	83	29	a	a	DET
esrj-93320	83	30	positive	positive	ADJ
esrj-93320	83	31	value	value	NOUN
esrj-93320	83	32	at	at	ADP
esrj-93320	83	33	compressive	compressive	ADJ
esrj-93320	83	34	stress	stress	NOUN
esrj-93320	83	35	.	.	PUNCT
esrj-93320	84	1	finite	finite	PROPN
esrj-93320	84	2	element	element	NOUN
esrj-93320	84	3	analysis	analysis	NOUN
esrj-93320	84	4	of	of	ADP
esrj-93320	84	5	the	the	DET
esrj-93320	84	6	stability	stability	NOUN
esrj-93320	84	7	of	of	ADP
esrj-93320	84	8	rock	rock	NOUN
esrj-93320	84	9	soil	soil	NOUN
esrj-93320	84	10	slope	slope	VERB
esrj-93320	84	11	the	the	DET
esrj-93320	84	12	key	key	ADJ
esrj-93320	84	13	factor	factor	NOUN
esrj-93320	84	14	to	to	PART
esrj-93320	84	15	determine	determine	VERB
esrj-93320	84	16	the	the	DET
esrj-93320	84	17	stability	stability	NOUN
esrj-93320	84	18	of	of	ADP
esrj-93320	84	19	rock	rock	NOUN
esrj-93320	84	20	soil	soil	NOUN
esrj-93320	84	21	slope	slope	NOUN
esrj-93320	84	22	is	be	AUX
esrj-93320	84	23	the	the	DET
esrj-93320	84	24	embedment	embedment	NOUN
esrj-93320	84	25	of	of	ADP
esrj-93320	84	26	foundation	foundation	NOUN
esrj-93320	84	27	soil	soil	NOUN
esrj-93320	84	28	.	.	PUNCT
esrj-93320	85	1	in	in	ADP
esrj-93320	85	2	the	the	DET
esrj-93320	85	3	limit	limit	NOUN
esrj-93320	85	4	state	state	NOUN
esrj-93320	85	5	,	,	PUNCT
esrj-93320	85	6	it	it	PRON
esrj-93320	85	7	is	be	AUX
esrj-93320	85	8	considered	consider	VERB
esrj-93320	85	9	that	that	SCONJ
esrj-93320	85	10	the	the	DET
esrj-93320	85	11	actual	actual	ADJ
esrj-93320	85	12	shear	shear	NOUN
esrj-93320	85	13	stress	stress	NOUN
esrj-93320	85	14	produced	produce	VERB
esrj-93320	85	15	by	by	ADP
esrj-93320	85	16	the	the	DET
esrj-93320	85	17	external	external	ADJ
esrj-93320	85	18	load	load	NOUN
esrj-93320	85	19	of	of	ADP
esrj-93320	85	20	rock	rock	NOUN
esrj-93320	85	21	soil	soil	NOUN
esrj-93320	85	22	slope	slope	NOUN
esrj-93320	85	23	is	be	AUX
esrj-93320	85	24	equal	equal	ADJ
esrj-93320	85	25	to	to	ADP
esrj-93320	85	26	the	the	DET
esrj-93320	85	27	minimum	minimum	ADJ
esrj-93320	85	28	shear	shear	NOUN
esrj-93320	85	29	strength	strength	NOUN
esrj-93320	85	30	that	that	PRON
esrj-93320	85	31	the	the	DET
esrj-93320	85	32	soil	soil	NOUN
esrj-93320	85	33	can	can	AUX
esrj-93320	85	34	play	play	VERB
esrj-93320	85	35	to	to	PART
esrj-93320	85	36	resist	resist	VERB
esrj-93320	85	37	the	the	DET
esrj-93320	85	38	external	external	ADJ
esrj-93320	85	39	load	load	NOUN
esrj-93320	85	40	,	,	PUNCT
esrj-93320	85	41	that	that	ADV
esrj-93320	85	42	is	is	ADV
esrj-93320	85	43	,	,	PUNCT
esrj-93320	85	44	when	when	SCONJ
esrj-93320	85	45	the	the	DET
esrj-93320	85	46	actual	actual	ADJ
esrj-93320	85	47	strength	strength	NOUN
esrj-93320	85	48	index	index	NOUN
esrj-93320	85	49	of	of	ADP
esrj-93320	85	50	soil	soil	NOUN
esrj-93320	85	51	is	be	AUX
esrj-93320	85	52	reduced	reduce	VERB
esrj-93320	85	53	continuously	continuously	ADV
esrj-93320	85	54	until	until	ADP
esrj-93320	85	55	reaching	reach	VERB
esrj-93320	85	56	the	the	DET
esrj-93320	85	57	ultimate	ultimate	ADJ
esrj-93320	85	58	failure	failure	NOUN
esrj-93320	85	59	state	state	NOUN
esrj-93320	85	60	,	,	PUNCT
esrj-93320	85	61	the	the	DET
esrj-93320	85	62	shear	shear	NOUN
esrj-93320	85	63	strength	strength	NOUN
esrj-93320	85	64	of	of	ADP
esrj-93320	85	65	soil	soil	NOUN
esrj-93320	85	66	is	be	AUX
esrj-93320	85	67	equal	equal	ADJ
esrj-93320	85	68	to	to	ADP
esrj-93320	85	69	the	the	DET
esrj-93320	85	70	external	external	ADJ
esrj-93320	85	71	load	load	NOUN
esrj-93320	85	72	the	the	DET
esrj-93320	85	73	strength	strength	NOUN
esrj-93320	85	74	of	of	ADP
esrj-93320	85	75	shear	shear	NOUN
esrj-93320	85	76	stress	stress	NOUN
esrj-93320	85	77	produced	produce	VERB
esrj-93320	85	78	by	by	ADP
esrj-93320	85	79	loading	loading	NOUN
esrj-93320	85	80	is	be	AUX
esrj-93320	85	81	equal	equal	ADJ
esrj-93320	85	82	.	.	PUNCT
esrj-93320	86	1	the	the	DET
esrj-93320	86	2	ultimate	ultimate	ADJ
esrj-93320	86	3	failure	failure	NOUN
esrj-93320	86	4	state	state	NOUN
esrj-93320	86	5	of	of	ADP
esrj-93320	86	6	rock	rock	NOUN
esrj-93320	86	7	soil	soil	NOUN
esrj-93320	86	8	slope	slope	NOUN
esrj-93320	86	9	can	can	AUX
esrj-93320	86	10	be	be	AUX
esrj-93320	86	11	simulated	simulate	VERB
esrj-93320	86	12	by	by	ADP
esrj-93320	86	13	weakening	weaken	VERB
esrj-93320	86	14	the	the	DET
esrj-93320	86	15	strength	strength	NOUN
esrj-93320	86	16	of	of	ADP
esrj-93320	86	17	soil	soil	NOUN
esrj-93320	86	18	.	.	PUNCT
esrj-93320	87	1	especially	especially	ADV
esrj-93320	87	2	for	for	ADP
esrj-93320	87	3	the	the	DET
esrj-93320	87	4	geotechnical	geotechnical	ADJ
esrj-93320	87	5	slope	slope	NOUN
esrj-93320	87	6	structure	structure	NOUN
esrj-93320	87	7	,	,	PUNCT
esrj-93320	87	8	the	the	DET
esrj-93320	87	9	external	external	ADJ
esrj-93320	87	10	load	load	NOUN
esrj-93320	87	11	it	it	PRON
esrj-93320	87	12	bears	bear	VERB
esrj-93320	87	13	is	be	AUX
esrj-93320	87	14	complex	complex	ADJ
esrj-93320	87	15	,	,	PUNCT
esrj-93320	87	16	including	include	VERB
esrj-93320	87	17	the	the	DET
esrj-93320	87	18	wave	wave	NOUN
esrj-93320	87	19	force	force	NOUN
esrj-93320	87	20	,	,	PUNCT
esrj-93320	87	21	the	the	DET
esrj-93320	87	22	earth	earth	NOUN
esrj-93320	87	23	pressure	pressure	NOUN
esrj-93320	87	24	generated	generate	VERB
esrj-93320	87	25	by	by	ADP
esrj-93320	87	26	the	the	DET
esrj-93320	87	27	filler	filler	NOUN
esrj-93320	87	28	behind	behind	ADP
esrj-93320	87	29	the	the	DET
esrj-93320	87	30	wall	wall	NOUN
esrj-93320	87	31	,	,	PUNCT
esrj-93320	87	32	the	the	DET
esrj-93320	87	33	earth	earth	NOUN
esrj-93320	87	34	pressure	pressure	NOUN
esrj-93320	87	35	generated	generate	VERB
esrj-93320	87	36	by	by	ADP
esrj-93320	87	37	the	the	DET
esrj-93320	87	38	variable	variable	ADJ
esrj-93320	87	39	load	load	NOUN
esrj-93320	87	40	on	on	ADP
esrj-93320	87	41	the	the	DET
esrj-93320	87	42	wharf	wharf	NOUN
esrj-93320	87	43	surface	surface	NOUN
esrj-93320	87	44	,	,	PUNCT
esrj-93320	87	45	the	the	DET
esrj-93320	87	46	residual	residual	ADJ
esrj-93320	87	47	water	water	NOUN
esrj-93320	87	48	pressure	pressure	NOUN
esrj-93320	87	49	caused	cause	VERB
esrj-93320	87	50	by	by	ADP
esrj-93320	87	51	the	the	DET
esrj-93320	87	52	water	water	NOUN
esrj-93320	87	53	level	level	NOUN
esrj-93320	87	54	difference	difference	NOUN
esrj-93320	87	55	,	,	PUNCT
esrj-93320	87	56	the	the	DET
esrj-93320	87	57	stacking	stacking	NOUN
esrj-93320	87	58	load	load	NOUN
esrj-93320	87	59	,	,	PUNCT
esrj-93320	87	60	the	the	DET
esrj-93320	87	61	flow	flow	NOUN
esrj-93320	87	62	mechanical	mechanical	ADJ
esrj-93320	87	63	load	load	NOUN
esrj-93320	87	64	and	and	CCONJ
esrj-93320	87	65	other	other	ADJ
esrj-93320	87	66	ground	ground	NOUN
esrj-93320	87	67	service	service	NOUN
esrj-93320	87	68	loads	load	NOUN
esrj-93320	87	69	(	(	PUNCT
esrj-93320	87	70	saneie	saneie	PROPN
esrj-93320	87	71	et	et	PROPN
esrj-93320	87	72	al	al	PROPN
esrj-93320	87	73	.	.	PROPN
esrj-93320	87	74	,	,	PUNCT
esrj-93320	87	75	2018	2018	NUM
esrj-93320	87	76	)	)	PUNCT
esrj-93320	87	77	.	.	PUNCT
esrj-93320	88	1	at	at	ADP
esrj-93320	88	2	the	the	DET
esrj-93320	88	3	same	same	ADJ
esrj-93320	88	4	time	time	NOUN
esrj-93320	88	5	,	,	PUNCT
esrj-93320	88	6	in	in	ADP
esrj-93320	88	7	the	the	DET
esrj-93320	88	8	stability	stability	NOUN
esrj-93320	88	9	analysis	analysis	NOUN
esrj-93320	88	10	of	of	ADP
esrj-93320	88	11	geotechnical	geotechnical	ADJ
esrj-93320	88	12	slope	slope	NOUN
esrj-93320	88	13	structure	structure	NOUN
esrj-93320	88	14	,	,	PUNCT
esrj-93320	88	15	126	126	NUM
esrj-93320	88	16	zhongjie	zhongjie	NOUN
esrj-93320	88	17	wang	wang	PROPN
esrj-93320	88	18	,	,	PUNCT
esrj-93320	88	19	min	min	PROPN
esrj-93320	88	20	lin	lin	PROPN
esrj-93320	88	21	the	the	DET
esrj-93320	88	22	load	load	NOUN
esrj-93320	88	23	combination	combination	NOUN
esrj-93320	88	24	under	under	ADP
esrj-93320	88	25	various	various	ADJ
esrj-93320	88	26	adverse	adverse	ADJ
esrj-93320	88	27	conditions	condition	NOUN
esrj-93320	88	28	must	must	AUX
esrj-93320	88	29	be	be	AUX
esrj-93320	88	30	considered	consider	VERB
esrj-93320	88	31	.	.	PUNCT
esrj-93320	89	1	therefore	therefore	ADV
esrj-93320	89	2	,	,	PUNCT
esrj-93320	89	3	by	by	ADP
esrj-93320	89	4	using	use	VERB
esrj-93320	89	5	the	the	DET
esrj-93320	89	6	fuzzy	fuzzy	ADJ
esrj-93320	89	7	statistical	statistical	ADJ
esrj-93320	89	8	method	method	NOUN
esrj-93320	89	9	,	,	PUNCT
esrj-93320	89	10	the	the	DET
esrj-93320	89	11	stability	stability	NOUN
esrj-93320	89	12	and	and	CCONJ
esrj-93320	89	13	safety	safety	NOUN
esrj-93320	89	14	factor	factor	NOUN
esrj-93320	89	15	of	of	ADP
esrj-93320	89	16	the	the	DET
esrj-93320	89	17	structure	structure	NOUN
esrj-93320	89	18	can	can	AUX
esrj-93320	89	19	be	be	AUX
esrj-93320	89	20	obtained	obtain	VERB
esrj-93320	89	21	simply	simply	ADV
esrj-93320	89	22	by	by	ADP
esrj-93320	89	23	weakening	weaken	VERB
esrj-93320	89	24	the	the	DET
esrj-93320	89	25	strength	strength	NOUN
esrj-93320	89	26	parameters	parameter	NOUN
esrj-93320	89	27	of	of	ADP
esrj-93320	89	28	the	the	DET
esrj-93320	89	29	soil	soil	NOUN
esrj-93320	89	30	and	and	CCONJ
esrj-93320	89	31	simulating	simulate	VERB
esrj-93320	89	32	the	the	DET
esrj-93320	89	33	instability	instability	NOUN
esrj-93320	89	34	and	and	CCONJ
esrj-93320	89	35	failure	failure	NOUN
esrj-93320	89	36	of	of	ADP
esrj-93320	89	37	the	the	DET
esrj-93320	89	38	rock	rock	NOUN
esrj-93320	89	39	soil	soil	NOUN
esrj-93320	89	40	slope	slope	NOUN
esrj-93320	89	41	structure	structure	NOUN
esrj-93320	89	42	.	.	PUNCT
esrj-93320	90	1	in	in	ADP
esrj-93320	90	2	this	this	DET
esrj-93320	90	3	paper	paper	NOUN
esrj-93320	90	4	,	,	PUNCT
esrj-93320	90	5	the	the	DET
esrj-93320	90	6	fuzzy	fuzzy	ADJ
esrj-93320	90	7	statistical	statistical	ADJ
esrj-93320	90	8	method	method	NOUN
esrj-93320	90	9	is	be	AUX
esrj-93320	90	10	used	use	VERB
esrj-93320	90	11	,	,	PUNCT
esrj-93320	90	12	and	and	CCONJ
esrj-93320	90	13	the	the	DET
esrj-93320	90	14	large	large	ADJ
esrj-93320	90	15	-	-	PUNCT
esrj-93320	90	16	scale	scale	NOUN
esrj-93320	90	17	finite	finite	NOUN
esrj-93320	90	18	element	element	NOUN
esrj-93320	90	19	analysis	analysis	NOUN
esrj-93320	90	20	software	software	NOUN
esrj-93320	90	21	is	be	AUX
esrj-93320	90	22	used	use	VERB
esrj-93320	90	23	abaqus	abaqus	NOUN
esrj-93320	90	24	,	,	PUNCT
esrj-93320	90	25	a	a	DET
esrj-93320	90	26	three	three	NUM
esrj-93320	90	27	-	-	PUNCT
esrj-93320	90	28	dimensional	dimensional	ADJ
esrj-93320	90	29	elasticplastic	elasticplastic	ADJ
esrj-93320	90	30	overall	overall	ADJ
esrj-93320	90	31	analysis	analysis	NOUN
esrj-93320	90	32	model	model	NOUN
esrj-93320	90	33	of	of	ADP
esrj-93320	90	34	interaction	interaction	NOUN
esrj-93320	90	35	between	between	ADP
esrj-93320	90	36	rock	rock	NOUN
esrj-93320	90	37	soil	soil	NOUN
esrj-93320	90	38	slope	slope	NOUN
esrj-93320	90	39	structure	structure	NOUN
esrj-93320	90	40	and	and	CCONJ
esrj-93320	90	41	soil	soil	NOUN
esrj-93320	90	42	mass	mass	NOUN
esrj-93320	90	43	is	be	AUX
esrj-93320	90	44	established	establish	VERB
esrj-93320	90	45	.	.	PUNCT
esrj-93320	91	1	the	the	DET
esrj-93320	91	2	basic	basic	ADJ
esrj-93320	91	3	contents	content	NOUN
esrj-93320	91	4	include	include	VERB
esrj-93320	91	5	:	:	PUNCT
esrj-93320	91	6	selection	selection	NOUN
esrj-93320	91	7	of	of	ADP
esrj-93320	91	8	model	model	NOUN
esrj-93320	91	9	calculation	calculation	NOUN
esrj-93320	91	10	domain	domain	NOUN
esrj-93320	91	11	,	,	PUNCT
esrj-93320	91	12	model	model	NOUN
esrj-93320	91	13	boundary	boundary	ADJ
esrj-93320	91	14	conditions	condition	NOUN
esrj-93320	91	15	,	,	PUNCT
esrj-93320	91	16	selection	selection	NOUN
esrj-93320	91	17	of	of	ADP
esrj-93320	91	18	model	model	NOUN
esrj-93320	91	19	calculation	calculation	NOUN
esrj-93320	91	20	unit	unit	NOUN
esrj-93320	91	21	,	,	PUNCT
esrj-93320	91	22	constitutive	constitutive	ADJ
esrj-93320	91	23	model	model	NOUN
esrj-93320	91	24	of	of	ADP
esrj-93320	91	25	structure	structure	NOUN
esrj-93320	91	26	and	and	CCONJ
esrj-93320	91	27	soil	soil	NOUN
esrj-93320	91	28	mass	mass	PROPN
esrj-93320	91	29	,	,	PUNCT
esrj-93320	91	30	model	model	NOUN
esrj-93320	91	31	of	of	ADP
esrj-93320	91	32	contact	contact	NOUN
esrj-93320	91	33	surface	surface	NOUN
esrj-93320	91	34	between	between	ADP
esrj-93320	91	35	soil	soil	NOUN
esrj-93320	91	36	mass	mass	NOUN
esrj-93320	91	37	and	and	CCONJ
esrj-93320	91	38	structure	structure	NOUN
esrj-93320	91	39	,	,	PUNCT
esrj-93320	91	40	simulation	simulation	NOUN
esrj-93320	91	41	of	of	ADP
esrj-93320	91	42	initial	initial	ADJ
esrj-93320	91	43	stress	stress	NOUN
esrj-93320	91	44	field	field	NOUN
esrj-93320	91	45	of	of	ADP
esrj-93320	91	46	foundation	foundation	NOUN
esrj-93320	91	47	,	,	PUNCT
esrj-93320	91	48	etc	etc	X
esrj-93320	91	49	.	.	X
esrj-93320	92	1	(	(	PUNCT
esrj-93320	92	2	kundu	kundu	NOUN
esrj-93320	92	3	et	et	PROPN
esrj-93320	92	4	al	al	PROPN
esrj-93320	92	5	.	.	PROPN
esrj-93320	92	6	,	,	PUNCT
esrj-93320	92	7	2018	2018	NUM
esrj-93320	92	8	)	)	PUNCT
esrj-93320	92	9	.	.	PUNCT
esrj-93320	93	1	taking	take	VERB
esrj-93320	93	2	the	the	DET
esrj-93320	93	3	structure	structure	NOUN
esrj-93320	93	4	of	of	ADP
esrj-93320	93	5	rock	rock	NOUN
esrj-93320	93	6	and	and	CCONJ
esrj-93320	93	7	soil	soil	NOUN
esrj-93320	93	8	slope	slope	NOUN
esrj-93320	93	9	as	as	ADP
esrj-93320	93	10	an	an	DET
esrj-93320	93	11	example	example	NOUN
esrj-93320	93	12	,	,	PUNCT
esrj-93320	93	13	the	the	DET
esrj-93320	93	14	typical	typical	ADJ
esrj-93320	93	15	plan	plan	NOUN
esrj-93320	93	16	and	and	CCONJ
esrj-93320	93	17	section	section	NOUN
esrj-93320	93	18	of	of	ADP
esrj-93320	93	19	the	the	DET
esrj-93320	93	20	structure	structure	NOUN
esrj-93320	93	21	are	be	AUX
esrj-93320	93	22	shown	show	VERB
esrj-93320	93	23	in	in	ADP
esrj-93320	93	24	figure	figure	NOUN
esrj-93320	93	25	3	3	NUM
esrj-93320	93	26	and	and	CCONJ
esrj-93320	93	27	figure	figure	VERB
esrj-93320	93	28	4	4	NUM
esrj-93320	93	29	respectively	respectively	ADV
esrj-93320	93	30	.	.	PUNCT
esrj-93320	94	1	figure	figure	VERB
esrj-93320	94	2	3	3	NUM
esrj-93320	94	3	.	.	PUNCT
esrj-93320	94	4	plan	plan	NOUN
esrj-93320	94	5	of	of	ADP
esrj-93320	94	6	geotechnical	geotechnical	ADJ
esrj-93320	94	7	slope	slope	NOUN
esrj-93320	94	8	structure	structure	NOUN
esrj-93320	94	9	(	(	PUNCT
esrj-93320	94	10	unit	unit	NOUN
esrj-93320	94	11	:	:	PUNCT
esrj-93320	94	12	mm	mm	X
esrj-93320	94	13	)	)	PUNCT
esrj-93320	94	14	figure	figure	NOUN
esrj-93320	94	15	4	4	NUM
esrj-93320	94	16	.	.	PUNCT
esrj-93320	94	17	cross	cross	NOUN
esrj-93320	94	18	section	section	NOUN
esrj-93320	94	19	of	of	ADP
esrj-93320	94	20	geotechnical	geotechnical	ADJ
esrj-93320	94	21	slope	slope	NOUN
esrj-93320	94	22	structure	structure	NOUN
esrj-93320	94	23	the	the	DET
esrj-93320	94	24	structure	structure	NOUN
esrj-93320	94	25	of	of	ADP
esrj-93320	94	26	rock	rock	NOUN
esrj-93320	94	27	and	and	CCONJ
esrj-93320	94	28	soil	soil	NOUN
esrj-93320	94	29	slope	slope	NOUN
esrj-93320	94	30	is	be	AUX
esrj-93320	94	31	formed	form	VERB
esrj-93320	94	32	by	by	ADP
esrj-93320	94	33	a	a	DET
esrj-93320	94	34	series	series	NOUN
esrj-93320	94	35	of	of	ADP
esrj-93320	94	36	continuous	continuous	ADJ
esrj-93320	94	37	arrangement	arrangement	NOUN
esrj-93320	94	38	of	of	ADP
esrj-93320	94	39	slopes	slope	NOUN
esrj-93320	94	40	,	,	PUNCT
esrj-93320	94	41	with	with	ADP
esrj-93320	94	42	arcade	arcade	NOUN
esrj-93320	94	43	walls	wall	NOUN
esrj-93320	94	44	and	and	CCONJ
esrj-93320	94	45	obvious	obvious	ADJ
esrj-93320	94	46	spatial	spatial	ADJ
esrj-93320	94	47	bearing	bearing	NOUN
esrj-93320	94	48	characteristics	characteristic	NOUN
esrj-93320	94	49	.	.	PUNCT
esrj-93320	95	1	when	when	SCONJ
esrj-93320	95	2	the	the	DET
esrj-93320	95	3	action	action	NOUN
esrj-93320	95	4	direction	direction	NOUN
esrj-93320	95	5	of	of	ADP
esrj-93320	95	6	wave	wave	NOUN
esrj-93320	95	7	load	load	NOUN
esrj-93320	95	8	is	be	AUX
esrj-93320	95	9	perpendicular	perpendicular	ADJ
esrj-93320	95	10	to	to	ADP
esrj-93320	95	11	the	the	DET
esrj-93320	95	12	wall	wall	NOUN
esrj-93320	95	13	axis	axis	NOUN
esrj-93320	95	14	of	of	ADP
esrj-93320	95	15	the	the	DET
esrj-93320	95	16	structure	structure	NOUN
esrj-93320	95	17	,	,	PUNCT
esrj-93320	95	18	the	the	DET
esrj-93320	95	19	structure	structure	NOUN
esrj-93320	95	20	is	be	AUX
esrj-93320	95	21	symmetrical	symmetrical	ADJ
esrj-93320	95	22	about	about	ADP
esrj-93320	95	23	the	the	DET
esrj-93320	95	24	plane	plane	NOUN
esrj-93320	95	25	parallel	parallel	NOUN
esrj-93320	95	26	to	to	ADP
esrj-93320	95	27	the	the	DET
esrj-93320	95	28	action	action	NOUN
esrj-93320	95	29	direction	direction	NOUN
esrj-93320	95	30	of	of	ADP
esrj-93320	95	31	wave	wave	NOUN
esrj-93320	95	32	force	force	NOUN
esrj-93320	95	33	.	.	PUNCT
esrj-93320	96	1	therefore	therefore	ADV
esrj-93320	96	2	,	,	PUNCT
esrj-93320	96	3	for	for	ADP
esrj-93320	96	4	the	the	DET
esrj-93320	96	5	convenience	convenience	NOUN
esrj-93320	96	6	of	of	ADP
esrj-93320	96	7	analysis	analysis	NOUN
esrj-93320	96	8	,	,	PUNCT
esrj-93320	96	9	it	it	PRON
esrj-93320	96	10	is	be	AUX
esrj-93320	96	11	assumed	assume	VERB
esrj-93320	96	12	that	that	SCONJ
esrj-93320	96	13	the	the	DET
esrj-93320	96	14	action	action	NOUN
esrj-93320	96	15	direction	direction	NOUN
esrj-93320	96	16	of	of	ADP
esrj-93320	96	17	wave	wave	NOUN
esrj-93320	96	18	load	load	NOUN
esrj-93320	96	19	is	be	AUX
esrj-93320	96	20	perpendicular	perpendicular	ADJ
esrj-93320	96	21	to	to	ADP
esrj-93320	96	22	the	the	DET
esrj-93320	96	23	wall	wall	NOUN
esrj-93320	96	24	axis	axis	NOUN
esrj-93320	96	25	of	of	ADP
esrj-93320	96	26	rock	rock	NOUN
esrj-93320	96	27	soil	soil	NOUN
esrj-93320	96	28	slope	slope	NOUN
esrj-93320	96	29	structure	structure	NOUN
esrj-93320	96	30	.	.	PUNCT
esrj-93320	97	1	using	use	VERB
esrj-93320	97	2	the	the	DET
esrj-93320	97	3	spatial	spatial	ADJ
esrj-93320	97	4	symmetry	symmetry	NOUN
esrj-93320	97	5	of	of	ADP
esrj-93320	97	6	load	load	NOUN
esrj-93320	97	7	and	and	CCONJ
esrj-93320	97	8	structure	structure	NOUN
esrj-93320	97	9	,	,	PUNCT
esrj-93320	97	10	half	half	NOUN
esrj-93320	97	11	of	of	ADP
esrj-93320	97	12	a	a	DET
esrj-93320	97	13	slope	slope	NOUN
esrj-93320	97	14	and	and	CCONJ
esrj-93320	97	15	a	a	DET
esrj-93320	97	16	certain	certain	ADJ
esrj-93320	97	17	range	range	NOUN
esrj-93320	97	18	of	of	ADP
esrj-93320	97	19	soil	soil	NOUN
esrj-93320	97	20	before	before	ADP
esrj-93320	97	21	and	and	CCONJ
esrj-93320	97	22	after	after	SCONJ
esrj-93320	97	23	the	the	DET
esrj-93320	97	24	wall	wall	NOUN
esrj-93320	97	25	axis	axis	NOUN
esrj-93320	97	26	are	be	AUX
esrj-93320	97	27	taken	take	VERB
esrj-93320	97	28	as	as	SCONJ
esrj-93320	97	29	the	the	DET
esrj-93320	97	30	area	area	NOUN
esrj-93320	97	31	to	to	PART
esrj-93320	97	32	establish	establish	VERB
esrj-93320	97	33	the	the	DET
esrj-93320	97	34	finite	finite	ADJ
esrj-93320	97	35	element	element	NOUN
esrj-93320	97	36	model	model	NOUN
esrj-93320	97	37	,	,	PUNCT
esrj-93320	97	38	and	and	CCONJ
esrj-93320	97	39	symmetrical	symmetrical	ADJ
esrj-93320	97	40	boundary	boundary	ADJ
esrj-93320	97	41	conditions	condition	NOUN
esrj-93320	97	42	are	be	AUX
esrj-93320	97	43	set	set	VERB
esrj-93320	97	44	on	on	ADP
esrj-93320	97	45	the	the	DET
esrj-93320	97	46	symmetrical	symmetrical	ADJ
esrj-93320	97	47	boundary	boundary	NOUN
esrj-93320	97	48	.	.	PUNCT
esrj-93320	98	1	among	among	ADP
esrj-93320	98	2	them	they	PRON
esrj-93320	98	3	,	,	PUNCT
esrj-93320	98	4	the	the	DET
esrj-93320	98	5	calculation	calculation	NOUN
esrj-93320	98	6	domain	domain	NOUN
esrj-93320	98	7	of	of	ADP
esrj-93320	98	8	soil	soil	NOUN
esrj-93320	98	9	mass	mass	NOUN
esrj-93320	98	10	is	be	AUX
esrj-93320	98	11	:	:	PUNCT
esrj-93320	98	12	in	in	ADP
esrj-93320	98	13	the	the	DET
esrj-93320	98	14	direction	direction	NOUN
esrj-93320	98	15	perpendicular	perpendicular	NOUN
esrj-93320	98	16	to	to	ADP
esrj-93320	98	17	the	the	DET
esrj-93320	98	18	wall	wall	NOUN
esrj-93320	98	19	axis	axis	NOUN
esrj-93320	98	20	,	,	PUNCT
esrj-93320	98	21	take	take	VERB
esrj-93320	98	22	the	the	DET
esrj-93320	98	23	area	area	NOUN
esrj-93320	98	24	within	within	ADP
esrj-93320	98	25	5	5	NUM
esrj-93320	98	26	times	time	NOUN
esrj-93320	98	27	of	of	ADP
esrj-93320	98	28	the	the	DET
esrj-93320	98	29	diameter	diameter	NOUN
esrj-93320	98	30	of	of	ADP
esrj-93320	98	31	the	the	DET
esrj-93320	98	32	geotechnical	geotechnical	ADJ
esrj-93320	98	33	slope	slope	NOUN
esrj-93320	98	34	on	on	ADP
esrj-93320	98	35	both	both	DET
esrj-93320	98	36	sides	side	NOUN
esrj-93320	98	37	;	;	PUNCT
esrj-93320	98	38	in	in	ADP
esrj-93320	98	39	the	the	DET
esrj-93320	98	40	direction	direction	NOUN
esrj-93320	98	41	of	of	ADP
esrj-93320	98	42	the	the	DET
esrj-93320	98	43	structural	structural	ADJ
esrj-93320	98	44	depth	depth	NOUN
esrj-93320	98	45	of	of	ADP
esrj-93320	98	46	the	the	DET
esrj-93320	98	47	geotechnical	geotechnical	ADJ
esrj-93320	98	48	slope	slope	NOUN
esrj-93320	98	49	,	,	PUNCT
esrj-93320	98	50	take	take	VERB
esrj-93320	98	51	the	the	DET
esrj-93320	98	52	area	area	NOUN
esrj-93320	98	53	within	within	ADP
esrj-93320	98	54	3	3	NUM
esrj-93320	98	55	times	time	NOUN
esrj-93320	98	56	of	of	ADP
esrj-93320	98	57	the	the	DET
esrj-93320	98	58	depth	depth	NOUN
esrj-93320	98	59	of	of	ADP
esrj-93320	98	60	the	the	DET
esrj-93320	98	61	slope	slope	NOUN
esrj-93320	98	62	below	below	ADP
esrj-93320	98	63	the	the	DET
esrj-93320	98	64	slope	slope	NOUN
esrj-93320	98	65	(	(	PUNCT
esrj-93320	98	66	chiorescu	chiorescu	NOUN
esrj-93320	98	67	et	et	PROPN
esrj-93320	98	68	al	al	PROPN
esrj-93320	98	69	.	.	PROPN
esrj-93320	98	70	,	,	PUNCT
esrj-93320	98	71	2019	2019	NUM
esrj-93320	98	72	)	)	PUNCT
esrj-93320	98	73	.	.	PUNCT
esrj-93320	99	1	the	the	DET
esrj-93320	99	2	calculation	calculation	NOUN
esrj-93320	99	3	domain	domain	NOUN
esrj-93320	99	4	plan	plan	NOUN
esrj-93320	99	5	of	of	ADP
esrj-93320	99	6	the	the	DET
esrj-93320	99	7	overall	overall	ADJ
esrj-93320	99	8	model	model	NOUN
esrj-93320	99	9	is	be	AUX
esrj-93320	99	10	shown	show	VERB
esrj-93320	99	11	in	in	ADP
esrj-93320	99	12	figure	figure	NOUN
esrj-93320	99	13	5	5	NUM
esrj-93320	99	14	.	.	PUNCT
esrj-93320	99	15	front	front	ADJ
esrj-93320	99	16	side	side	NOUN
esrj-93320	99	17	wave	wave	NOUN
esrj-93320	99	18	direction	direction	NOUN
esrj-93320	99	19	right	right	ADJ
esrj-93320	99	20	side	side	NOUN
esrj-93320	99	21	structure	structure	NOUN
esrj-93320	99	22	of	of	ADP
esrj-93320	99	23	rock	rock	NOUN
esrj-93320	99	24	soil	soil	NOUN
esrj-93320	99	25	slope	slope	NOUN
esrj-93320	99	26	slope	slope	NOUN
esrj-93320	99	27	top	top	ADJ
esrj-93320	99	28	left	left	ADJ
esrj-93320	99	29	side	side	NOUN
esrj-93320	99	30	rear	rear	ADJ
esrj-93320	99	31	fill	fill	NOUN
esrj-93320	99	32	14	14	NUM
esrj-93320	99	33	m	m	NUM
esrj-93320	99	34	26	26	NUM
esrj-93320	99	35	m	m	NUM
esrj-93320	99	36	130	130	NUM
esrj-93320	99	37	m	m	NUM
esrj-93320	99	38	130	130	NUM
esrj-93320	99	39	m	m	NOUN
esrj-93320	99	40	calculation	calculation	NOUN
esrj-93320	99	41	area	area	NOUN
esrj-93320	99	42	of	of	ADP
esrj-93320	99	43	finite	finite	PROPN
esrj-93320	99	44	element	element	PROPN
esrj-93320	99	45	model	model	PROPN
esrj-93320	99	46	rear	rear	ADJ
esrj-93320	99	47	side	side	NOUN
esrj-93320	99	48	figure	figure	NOUN
esrj-93320	99	49	5	5	NUM
esrj-93320	99	50	.	.	PUNCT
esrj-93320	99	51	plan	plan	NOUN
esrj-93320	99	52	of	of	ADP
esrj-93320	99	53	finite	finite	ADJ
esrj-93320	99	54	element	element	NOUN
esrj-93320	99	55	analysis	analysis	NOUN
esrj-93320	99	56	calculation	calculation	NOUN
esrj-93320	99	57	area	area	NOUN
esrj-93320	99	58	in	in	ADP
esrj-93320	99	59	the	the	DET
esrj-93320	99	60	setting	setting	NOUN
esrj-93320	99	61	of	of	ADP
esrj-93320	99	62	boundary	boundary	ADJ
esrj-93320	99	63	conditions	condition	NOUN
esrj-93320	99	64	in	in	ADP
esrj-93320	99	65	the	the	DET
esrj-93320	99	66	finite	finite	ADJ
esrj-93320	99	67	element	element	NOUN
esrj-93320	99	68	calculation	calculation	NOUN
esrj-93320	99	69	domain	domain	NOUN
esrj-93320	99	70	,	,	PUNCT
esrj-93320	99	71	the	the	DET
esrj-93320	99	72	influence	influence	NOUN
esrj-93320	99	73	of	of	ADP
esrj-93320	99	74	boundary	boundary	ADJ
esrj-93320	99	75	conditions	condition	NOUN
esrj-93320	99	76	on	on	ADP
esrj-93320	99	77	the	the	DET
esrj-93320	99	78	finite	finite	ADJ
esrj-93320	99	79	element	element	NOUN
esrj-93320	99	80	analysis	analysis	NOUN
esrj-93320	99	81	domain	domain	NOUN
esrj-93320	99	82	should	should	AUX
esrj-93320	99	83	be	be	AUX
esrj-93320	99	84	reduced	reduce	VERB
esrj-93320	99	85	as	as	ADV
esrj-93320	99	86	much	much	ADV
esrj-93320	99	87	as	as	ADP
esrj-93320	99	88	possible	possible	ADJ
esrj-93320	99	89	.	.	PUNCT
esrj-93320	100	1	therefore	therefore	ADV
esrj-93320	100	2	,	,	PUNCT
esrj-93320	100	3	in	in	ADP
esrj-93320	100	4	the	the	DET
esrj-93320	100	5	finite	finite	ADJ
esrj-93320	100	6	element	element	NOUN
esrj-93320	100	7	analysis	analysis	NOUN
esrj-93320	100	8	model	model	NOUN
esrj-93320	100	9	of	of	ADP
esrj-93320	100	10	geotechnical	geotechnical	ADJ
esrj-93320	100	11	slope	slope	NOUN
esrj-93320	100	12	structure	structure	NOUN
esrj-93320	100	13	,	,	PUNCT
esrj-93320	100	14	the	the	DET
esrj-93320	100	15	basement	basement	NOUN
esrj-93320	100	16	surface	surface	NOUN
esrj-93320	100	17	is	be	AUX
esrj-93320	100	18	fixed	fix	VERB
esrj-93320	100	19	boundary	boundary	ADJ
esrj-93320	100	20	,	,	PUNCT
esrj-93320	100	21	the	the	DET
esrj-93320	100	22	surface	surface	NOUN
esrj-93320	100	23	is	be	AUX
esrj-93320	100	24	free	free	ADJ
esrj-93320	100	25	boundary	boundary	NOUN
esrj-93320	100	26	,	,	PUNCT
esrj-93320	100	27	the	the	DET
esrj-93320	100	28	left	left	ADJ
esrj-93320	100	29	and	and	CCONJ
esrj-93320	100	30	right	right	ADJ
esrj-93320	100	31	sides	side	NOUN
esrj-93320	100	32	are	be	AUX
esrj-93320	100	33	symmetrical	symmetrical	ADJ
esrj-93320	100	34	boundary	boundary	NOUN
esrj-93320	100	35	,	,	PUNCT
esrj-93320	100	36	the	the	DET
esrj-93320	100	37	front	front	ADJ
esrj-93320	100	38	and	and	CCONJ
esrj-93320	100	39	rear	rear	ADJ
esrj-93320	100	40	sides	side	NOUN
esrj-93320	100	41	are	be	AUX
esrj-93320	100	42	side	side	ADJ
esrj-93320	100	43	boundary	boundary	ADJ
esrj-93320	100	44	(	(	PUNCT
esrj-93320	100	45	cifuentes	cifuente	NOUN
esrj-93320	100	46	et	et	PROPN
esrj-93320	100	47	al	al	PROPN
esrj-93320	100	48	.	.	PROPN
esrj-93320	100	49	,	,	PUNCT
esrj-93320	100	50	2019	2019	NUM
esrj-93320	100	51	)	)	PUNCT
esrj-93320	100	52	.	.	PUNCT
esrj-93320	101	1	generally	generally	ADV
esrj-93320	101	2	,	,	PUNCT
esrj-93320	101	3	the	the	DET
esrj-93320	101	4	structure	structure	NOUN
esrj-93320	101	5	of	of	ADP
esrj-93320	101	6	rock	rock	NOUN
esrj-93320	101	7	soil	soil	NOUN
esrj-93320	101	8	slope	slope	NOUN
esrj-93320	101	9	is	be	AUX
esrj-93320	101	10	made	make	VERB
esrj-93320	101	11	of	of	ADP
esrj-93320	101	12	steel	steel	NOUN
esrj-93320	101	13	.	.	PUNCT
esrj-93320	102	1	the	the	DET
esrj-93320	102	2	strength	strength	NOUN
esrj-93320	102	3	and	and	CCONJ
esrj-93320	102	4	rigidity	rigidity	NOUN
esrj-93320	102	5	of	of	ADP
esrj-93320	102	6	the	the	DET
esrj-93320	102	7	structure	structure	NOUN
esrj-93320	102	8	are	be	AUX
esrj-93320	102	9	far	far	ADV
esrj-93320	102	10	greater	great	ADJ
esrj-93320	102	11	than	than	ADP
esrj-93320	102	12	that	that	PRON
esrj-93320	102	13	of	of	ADP
esrj-93320	102	14	the	the	DET
esrj-93320	102	15	soil	soil	NOUN
esrj-93320	102	16	.	.	PUNCT
esrj-93320	103	1	the	the	DET
esrj-93320	103	2	displacement	displacement	NOUN
esrj-93320	103	3	and	and	CCONJ
esrj-93320	103	4	instability	instability	NOUN
esrj-93320	103	5	of	of	ADP
esrj-93320	103	6	the	the	DET
esrj-93320	103	7	whole	whole	ADJ
esrj-93320	103	8	model	model	NOUN
esrj-93320	103	9	system	system	NOUN
esrj-93320	103	10	mainly	mainly	ADV
esrj-93320	103	11	depend	depend	VERB
esrj-93320	103	12	on	on	ADP
esrj-93320	103	13	the	the	DET
esrj-93320	103	14	deformation	deformation	NOUN
esrj-93320	103	15	and	and	CCONJ
esrj-93320	103	16	bearing	bearing	NOUN
esrj-93320	103	17	capacity	capacity	NOUN
esrj-93320	103	18	of	of	ADP
esrj-93320	103	19	the	the	DET
esrj-93320	103	20	foundation	foundation	NOUN
esrj-93320	103	21	soil	soil	NOUN
esrj-93320	103	22	.	.	PUNCT
esrj-93320	104	1	therefore	therefore	ADV
esrj-93320	104	2	,	,	PUNCT
esrj-93320	104	3	in	in	ADP
esrj-93320	104	4	the	the	DET
esrj-93320	104	5	overall	overall	ADJ
esrj-93320	104	6	analysis	analysis	NOUN
esrj-93320	104	7	model	model	NOUN
esrj-93320	104	8	,	,	PUNCT
esrj-93320	104	9	the	the	DET
esrj-93320	104	10	slope	slope	NOUN
esrj-93320	104	11	structure	structure	NOUN
esrj-93320	104	12	is	be	AUX
esrj-93320	104	13	simulated	simulate	VERB
esrj-93320	104	14	by	by	ADP
esrj-93320	104	15	elastic	elastic	ADJ
esrj-93320	104	16	model	model	NOUN
esrj-93320	104	17	,	,	PUNCT
esrj-93320	104	18	while	while	SCONJ
esrj-93320	104	19	the	the	DET
esrj-93320	104	20	constitutive	constitutive	ADJ
esrj-93320	104	21	model	model	NOUN
esrj-93320	104	22	of	of	ADP
esrj-93320	104	23	the	the	DET
esrj-93320	104	24	soil	soil	NOUN
esrj-93320	104	25	is	be	AUX
esrj-93320	104	26	simulated	simulate	VERB
esrj-93320	104	27	by	by	ADP
esrj-93320	104	28	abaqus	abaqus	PROPN
esrj-93320	104	29	mohr	mohr	PROPN
esrj-93320	104	30	coulomb	coulomb	PROPN
esrj-93320	104	31	model	model	NOUN
esrj-93320	104	32	in	in	ADP
esrj-93320	104	33	finite	finite	ADJ
esrj-93320	104	34	element	element	NOUN
esrj-93320	104	35	analysis	analysis	NOUN
esrj-93320	104	36	software	software	NOUN
esrj-93320	104	37	is	be	AUX
esrj-93320	104	38	used	use	VERB
esrj-93320	104	39	for	for	ADP
esrj-93320	104	40	simulation	simulation	NOUN
esrj-93320	104	41	(	(	PUNCT
esrj-93320	104	42	kalateh	kalateh	NOUN
esrj-93320	104	43	,	,	PUNCT
esrj-93320	104	44	2019	2019	NUM
esrj-93320	104	45	)	)	PUNCT
esrj-93320	104	46	.	.	PUNCT
esrj-93320	105	1	for	for	ADP
esrj-93320	105	2	the	the	DET
esrj-93320	105	3	three	three	NUM
esrj-93320	105	4	-	-	PUNCT
esrj-93320	105	5	dimensional	dimensional	ADJ
esrj-93320	105	6	elastic	elastic	ADJ
esrj-93320	105	7	-	-	PUNCT
esrj-93320	105	8	plastic	plastic	NOUN
esrj-93320	105	9	finite	finite	NOUN
esrj-93320	105	10	element	element	NOUN
esrj-93320	105	11	model	model	NOUN
esrj-93320	105	12	,	,	PUNCT
esrj-93320	105	13	due	due	ADP
esrj-93320	105	14	to	to	ADP
esrj-93320	105	15	the	the	DET
esrj-93320	105	16	existence	existence	NOUN
esrj-93320	105	17	of	of	ADP
esrj-93320	105	18	soil	soil	NOUN
esrj-93320	105	19	with	with	ADP
esrj-93320	105	20	incompressible	incompressible	ADJ
esrj-93320	105	21	plastic	plastic	ADJ
esrj-93320	105	22	deformation	deformation	NOUN
esrj-93320	105	23	,	,	PUNCT
esrj-93320	105	24	which	which	PRON
esrj-93320	105	25	to	to	ADP
esrj-93320	105	26	some	some	DET
esrj-93320	105	27	extent	extent	NOUN
esrj-93320	105	28	limits	limit	VERB
esrj-93320	105	29	the	the	DET
esrj-93320	105	30	choice	choice	NOUN
esrj-93320	105	31	of	of	ADP
esrj-93320	105	32	model	model	NOUN
esrj-93320	105	33	element	element	NOUN
esrj-93320	105	34	type	type	NOUN
esrj-93320	105	35	.	.	PUNCT
esrj-93320	106	1	in	in	ADP
esrj-93320	106	2	order	order	NOUN
esrj-93320	106	3	to	to	PART
esrj-93320	106	4	avoid	avoid	VERB
esrj-93320	106	5	over	over	ADP
esrj-93320	106	6	constraint	constraint	NOUN
esrj-93320	106	7	and	and	CCONJ
esrj-93320	106	8	reduce	reduce	VERB
esrj-93320	106	9	calculation	calculation	NOUN
esrj-93320	106	10	cost	cost	NOUN
esrj-93320	106	11	as	as	ADV
esrj-93320	106	12	much	much	ADV
esrj-93320	106	13	as	as	ADP
esrj-93320	106	14	possible	possible	ADJ
esrj-93320	106	15	,	,	PUNCT
esrj-93320	106	16	eight	eight	NUM
esrj-93320	106	17	node	node	ADJ
esrj-93320	106	18	three	three	NUM
esrj-93320	106	19	-	-	PUNCT
esrj-93320	106	20	dimensional	dimensional	ADJ
esrj-93320	106	21	reduced	reduced	ADJ
esrj-93320	106	22	integral	integral	ADJ
esrj-93320	106	23	solid	solid	ADJ
esrj-93320	106	24	element	element	NOUN
esrj-93320	106	25	is	be	AUX
esrj-93320	106	26	used	use	VERB
esrj-93320	106	27	for	for	ADP
esrj-93320	106	28	soil	soil	NOUN
esrj-93320	106	29	and	and	CCONJ
esrj-93320	106	30	rock	rock	NOUN
esrj-93320	106	31	slope	slope	NOUN
esrj-93320	106	32	structure	structure	NOUN
esrj-93320	106	33	elements	element	NOUN
esrj-93320	106	34	in	in	ADP
esrj-93320	106	35	this	this	DET
esrj-93320	106	36	paper	paper	NOUN
esrj-93320	106	37	.	.	PUNCT
esrj-93320	107	1	in	in	ADP
esrj-93320	107	2	order	order	NOUN
esrj-93320	107	3	to	to	PART
esrj-93320	107	4	simulate	simulate	VERB
esrj-93320	107	5	the	the	DET
esrj-93320	107	6	phenomenon	phenomenon	NOUN
esrj-93320	107	7	of	of	ADP
esrj-93320	107	8	adhesion	adhesion	NOUN
esrj-93320	107	9	,	,	PUNCT
esrj-93320	107	10	slippage	slippage	NOUN
esrj-93320	107	11	and	and	CCONJ
esrj-93320	107	12	separation	separation	NOUN
esrj-93320	107	13	between	between	ADP
esrj-93320	107	14	soil	soil	NOUN
esrj-93320	107	15	and	and	CCONJ
esrj-93320	107	16	rock	rock	NOUN
esrj-93320	107	17	slope	slope	NOUN
esrj-93320	107	18	structure	structure	NOUN
esrj-93320	107	19	under	under	ADP
esrj-93320	107	20	the	the	DET
esrj-93320	107	21	action	action	NOUN
esrj-93320	107	22	of	of	ADP
esrj-93320	107	23	wave	wave	NOUN
esrj-93320	107	24	force	force	NOUN
esrj-93320	107	25	,	,	PUNCT
esrj-93320	107	26	residual	residual	ADJ
esrj-93320	107	27	water	water	NOUN
esrj-93320	107	28	pressure	pressure	NOUN
esrj-93320	107	29	,	,	PUNCT
esrj-93320	107	30	stacking	stack	VERB
esrj-93320	107	31	load	load	NOUN
esrj-93320	107	32	and	and	CCONJ
esrj-93320	107	33	other	other	ADJ
esrj-93320	107	34	external	external	ADJ
esrj-93320	107	35	loads	load	NOUN
esrj-93320	107	36	,	,	PUNCT
esrj-93320	107	37	a	a	DET
esrj-93320	107	38	master	master	NOUN
esrj-93320	107	39	-	-	PUNCT
esrj-93320	107	40	slave	slave	NOUN
esrj-93320	107	41	contact	contact	NOUN
esrj-93320	107	42	surface	surface	NOUN
esrj-93320	107	43	is	be	AUX
esrj-93320	107	44	set	set	VERB
esrj-93320	107	45	up	up	ADP
esrj-93320	107	46	in	in	ADP
esrj-93320	107	47	the	the	DET
esrj-93320	107	48	area	area	NOUN
esrj-93320	107	49	where	where	SCONJ
esrj-93320	107	50	the	the	DET
esrj-93320	107	51	structure	structure	NOUN
esrj-93320	107	52	contacts	contact	VERB
esrj-93320	107	53	the	the	DET
esrj-93320	107	54	soil	soil	NOUN
esrj-93320	107	55	.	.	PUNCT
esrj-93320	108	1	considering	consider	VERB
esrj-93320	108	2	that	that	SCONJ
esrj-93320	108	3	the	the	DET
esrj-93320	108	4	elastic	elastic	ADJ
esrj-93320	108	5	modulus	modulus	NOUN
esrj-93320	108	6	of	of	ADP
esrj-93320	108	7	the	the	DET
esrj-93320	108	8	structure	structure	NOUN
esrj-93320	108	9	is	be	AUX
esrj-93320	108	10	far	far	ADV
esrj-93320	108	11	greater	great	ADJ
esrj-93320	108	12	than	than	ADP
esrj-93320	108	13	the	the	DET
esrj-93320	108	14	elastic	elastic	ADJ
esrj-93320	108	15	modulus	modulus	NOUN
esrj-93320	108	16	of	of	ADP
esrj-93320	108	17	the	the	DET
esrj-93320	108	18	soil	soil	NOUN
esrj-93320	108	19	,	,	PUNCT
esrj-93320	108	20	the	the	DET
esrj-93320	108	21	contact	contact	NOUN
esrj-93320	108	22	surface	surface	NOUN
esrj-93320	108	23	on	on	ADP
esrj-93320	108	24	the	the	DET
esrj-93320	108	25	structure	structure	NOUN
esrj-93320	108	26	is	be	AUX
esrj-93320	108	27	designated	designate	VERB
esrj-93320	108	28	as	as	ADP
esrj-93320	108	29	the	the	DET
esrj-93320	108	30	main	main	ADJ
esrj-93320	108	31	contact	contact	NOUN
esrj-93320	108	32	surface	surface	NOUN
esrj-93320	108	33	,	,	PUNCT
esrj-93320	108	34	and	and	CCONJ
esrj-93320	108	35	the	the	DET
esrj-93320	108	36	contact	contact	NOUN
esrj-93320	108	37	surface	surface	NOUN
esrj-93320	108	38	on	on	ADP
esrj-93320	108	39	the	the	DET
esrj-93320	108	40	soil	soil	NOUN
esrj-93320	108	41	is	be	AUX
esrj-93320	108	42	from	from	ADP
esrj-93320	108	43	the	the	DET
esrj-93320	108	44	contact	contact	NOUN
esrj-93320	108	45	surface	surface	NOUN
esrj-93320	108	46	.	.	PUNCT
esrj-93320	109	1	the	the	DET
esrj-93320	109	2	normal	normal	ADJ
esrj-93320	109	3	direction	direction	NOUN
esrj-93320	109	4	of	of	ADP
esrj-93320	109	5	the	the	DET
esrj-93320	109	6	contact	contact	NOUN
esrj-93320	109	7	constitutive	constitutive	NOUN
esrj-93320	109	8	model	model	NOUN
esrj-93320	109	9	is	be	AUX
esrj-93320	109	10	hard	hard	ADJ
esrj-93320	109	11	contact	contact	NOUN
esrj-93320	109	12	,	,	PUNCT
esrj-93320	109	13	and	and	CCONJ
esrj-93320	109	14	the	the	DET
esrj-93320	109	15	tangential	tangential	ADJ
esrj-93320	109	16	direction	direction	NOUN
esrj-93320	109	17	is	be	AUX
esrj-93320	109	18	coulomb	coulomb	NOUN
esrj-93320	109	19	friction	friction	NOUN
esrj-93320	109	20	constitutive	constitutive	ADJ
esrj-93320	109	21	model	model	NOUN
esrj-93320	109	22	.	.	PUNCT
esrj-93320	110	1	according	accord	VERB
esrj-93320	110	2	to	to	ADP
esrj-93320	110	3	the	the	DET
esrj-93320	110	4	american	american	PROPN
esrj-93320	110	5	api	api	PROPN
esrj-93320	110	6	code	code	PROPN
esrj-93320	110	7	,	,	PUNCT
esrj-93320	110	8	it	it	PRON
esrj-93320	110	9	is	be	AUX
esrj-93320	110	10	set	set	VERB
esrj-93320	110	11	that	that	SCONJ
esrj-93320	110	12	the	the	DET
esrj-93320	110	13	friction	friction	NOUN
esrj-93320	110	14	between	between	ADP
esrj-93320	110	15	cohesive	cohesive	ADJ
esrj-93320	110	16	soil	soil	NOUN
esrj-93320	110	17	and	and	CCONJ
esrj-93320	110	18	slope	slope	NOUN
esrj-93320	110	19	wall	wall	NOUN
esrj-93320	110	20	per	per	ADP
esrj-93320	110	21	unit	unit	NOUN
esrj-93320	110	22	area	area	NOUN
esrj-93320	110	23	f	f	PROPN
esrj-93320	110	24	ei	ei	NOUN
esrj-93320	110	25	d=	d=	PROPN
esrj-93320	110	26	/	/	PUNCT
esrj-93320	110	27	is	be	AUX
esrj-93320	110	28	not	not	PART
esrj-93320	110	29	greater	great	ADJ
esrj-93320	110	30	than	than	ADP
esrj-93320	110	31	the	the	DET
esrj-93320	110	32	undrained	undrained	ADJ
esrj-93320	110	33	shear	shear	NOUN
esrj-93320	110	34	strength	strength	PROPN
esrj-93320	110	35	cu	cu	PROPN
esrj-93320	110	36	of	of	ADP
esrj-93320	110	37	clay	clay	NOUN
esrj-93320	110	38	(	(	PUNCT
esrj-93320	110	39	talesnick	talesnick	NOUN
esrj-93320	110	40	,	,	PUNCT
esrj-93320	110	41	2013	2013	NUM
esrj-93320	110	42	)	)	PUNCT
esrj-93320	110	43	.	.	PUNCT
esrj-93320	111	1	according	accord	VERB
esrj-93320	111	2	to	to	ADP
esrj-93320	111	3	the	the	DET
esrj-93320	111	4	principle	principle	NOUN
esrj-93320	111	5	of	of	ADP
esrj-93320	111	6	fuzzy	fuzzy	ADJ
esrj-93320	111	7	statistics	statistic	NOUN
esrj-93320	111	8	,	,	PUNCT
esrj-93320	111	9	the	the	DET
esrj-93320	111	10	stability	stability	NOUN
esrj-93320	111	11	analysis	analysis	NOUN
esrj-93320	111	12	steps	step	NOUN
esrj-93320	111	13	of	of	ADP
esrj-93320	111	14	rock	rock	NOUN
esrj-93320	111	15	soil	soil	NOUN
esrj-93320	111	16	slope	slope	NOUN
esrj-93320	111	17	structure	structure	NOUN
esrj-93320	111	18	under	under	ADP
esrj-93320	111	19	various	various	ADJ
esrj-93320	111	20	external	external	ADJ
esrj-93320	111	21	load	load	NOUN
esrj-93320	111	22	combinations	combination	NOUN
esrj-93320	111	23	are	be	AUX
esrj-93320	111	24	as	as	SCONJ
esrj-93320	111	25	follows	follow	VERB
esrj-93320	111	26	:	:	PUNCT
esrj-93320	111	27	step	step	NOUN
esrj-93320	111	28	1	1	NUM
esrj-93320	111	29	:	:	PUNCT
esrj-93320	111	30	establish	establish	VERB
esrj-93320	111	31	an	an	DET
esrj-93320	111	32	elasto	elasto	NOUN
esrj-93320	111	33	-	-	PUNCT
esrj-93320	111	34	plastic	plastic	NOUN
esrj-93320	111	35	three	three	NUM
esrj-93320	111	36	-	-	PUNCT
esrj-93320	111	37	dimensional	dimensional	ADJ
esrj-93320	111	38	finite	finite	ADJ
esrj-93320	111	39	element	element	NOUN
esrj-93320	111	40	analysis	analysis	NOUN
esrj-93320	111	41	model	model	NOUN
esrj-93320	111	42	of	of	ADP
esrj-93320	111	43	interaction	interaction	NOUN
esrj-93320	111	44	between	between	ADP
esrj-93320	111	45	rock	rock	NOUN
esrj-93320	111	46	soil	soil	NOUN
esrj-93320	111	47	slope	slope	NOUN
esrj-93320	111	48	structure	structure	NOUN
esrj-93320	111	49	and	and	CCONJ
esrj-93320	111	50	soil	soil	NOUN
esrj-93320	111	51	mass	mass	NOUN
esrj-93320	111	52	;	;	PUNCT
esrj-93320	111	53	step	step	NOUN
esrj-93320	111	54	2	2	NUM
esrj-93320	111	55	:	:	PUNCT
esrj-93320	111	56	according	accord	VERB
esrj-93320	111	57	to	to	ADP
esrj-93320	111	58	the	the	DET
esrj-93320	111	59	actual	actual	ADJ
esrj-93320	111	60	situation	situation	NOUN
esrj-93320	111	61	of	of	ADP
esrj-93320	111	62	the	the	DET
esrj-93320	111	63	project	project	NOUN
esrj-93320	111	64	,	,	PUNCT
esrj-93320	111	65	calculate	calculate	VERB
esrj-93320	111	66	the	the	DET
esrj-93320	111	67	external	external	ADJ
esrj-93320	111	68	load	load	NOUN
esrj-93320	111	69	of	of	ADP
esrj-93320	111	70	the	the	DET
esrj-93320	111	71	geotechnical	geotechnical	ADJ
esrj-93320	111	72	slope	slope	NOUN
esrj-93320	111	73	structure	structure	NOUN
esrj-93320	111	74	,	,	PUNCT
esrj-93320	111	75	and	and	CCONJ
esrj-93320	111	76	according	accord	VERB
esrj-93320	111	77	to	to	ADP
esrj-93320	111	78	its	its	PRON
esrj-93320	111	79	load	load	NOUN
esrj-93320	111	80	distribution	distribution	NOUN
esrj-93320	111	81	form	form	NOUN
esrj-93320	111	82	,	,	PUNCT
esrj-93320	111	83	set	set	VERB
esrj-93320	111	84	the	the	DET
esrj-93320	111	85	corresponding	correspond	VERB
esrj-93320	111	86	load	load	NOUN
esrj-93320	111	87	distribution	distribution	NOUN
esrj-93320	111	88	in	in	ADP
esrj-93320	111	89	the	the	DET
esrj-93320	111	90	finite	finite	ADJ
esrj-93320	111	91	element	element	NOUN
esrj-93320	111	92	analysis	analysis	NOUN
esrj-93320	111	93	model	model	NOUN
esrj-93320	111	94	to	to	PART
esrj-93320	111	95	solve	solve	VERB
esrj-93320	111	96	the	the	DET
esrj-93320	111	97	stress	stress	NOUN
esrj-93320	111	98	and	and	CCONJ
esrj-93320	111	99	displacement	displacement	NOUN
esrj-93320	111	100	of	of	ADP
esrj-93320	111	101	the	the	DET
esrj-93320	111	102	soil	soil	NOUN
esrj-93320	111	103	and	and	CCONJ
esrj-93320	111	104	structure	structure	NOUN
esrj-93320	111	105	system	system	NOUN
esrj-93320	111	106	under	under	ADP
esrj-93320	111	107	the	the	DET
esrj-93320	111	108	design	design	NOUN
esrj-93320	111	109	load	load	NOUN
esrj-93320	111	110	;	;	PUNCT
esrj-93320	111	111	127fault	127fault	NUM
esrj-93320	111	112	diagnosis	diagnosis	NOUN
esrj-93320	111	113	mechanism	mechanism	NOUN
esrj-93320	111	114	of	of	ADP
esrj-93320	111	115	gears	gear	NOUN
esrj-93320	111	116	and	and	CCONJ
esrj-93320	111	117	bearings	bearing	NOUN
esrj-93320	111	118	for	for	ADP
esrj-93320	111	119	coal	coal	NOUN
esrj-93320	111	120	mining	mining	NOUN
esrj-93320	111	121	equipment	equipment	NOUN
esrj-93320	111	122	in	in	ADP
esrj-93320	111	123	a	a	DET
esrj-93320	111	124	complex	complex	ADJ
esrj-93320	111	125	geological	geological	ADJ
esrj-93320	111	126	environment	environment	NOUN
esrj-93320	111	127	step	step	NOUN
esrj-93320	111	128	3	3	NUM
esrj-93320	111	129	:	:	PUNCT
esrj-93320	111	130	the	the	DET
esrj-93320	111	131	strength	strength	NOUN
esrj-93320	111	132	parameters	parameter	NOUN
esrj-93320	111	133	(	(	PUNCT
esrj-93320	111	134	including	include	VERB
esrj-93320	111	135	cohesion	cohesion	NOUN
esrj-93320	111	136	c	c	NOUN
esrj-93320	111	137	and	and	CCONJ
esrj-93320	111	138	tangent	tangent	NOUN
esrj-93320	111	139	value	value	NOUN
esrj-93320	111	140	tan	tan	PROPN
esrj-93320	111	141			PROPN
esrj-93320	111	142	of	of	ADP
esrj-93320	111	143	internal	internal	ADJ
esrj-93320	111	144	friction	friction	NOUN
esrj-93320	111	145	angle	angle	NOUN
esrj-93320	111	146	)	)	PUNCT
esrj-93320	111	147	of	of	ADP
esrj-93320	111	148	all	all	DET
esrj-93320	111	149	soils	soil	NOUN
esrj-93320	111	150	in	in	ADP
esrj-93320	111	151	the	the	DET
esrj-93320	111	152	overall	overall	ADJ
esrj-93320	111	153	finite	finite	ADJ
esrj-93320	111	154	element	element	NOUN
esrj-93320	111	155	analysis	analysis	NOUN
esrj-93320	111	156	model	model	NOUN
esrj-93320	111	157	are	be	AUX
esrj-93320	111	158	calculated	calculate	VERB
esrj-93320	111	159	step	step	NOUN
esrj-93320	111	160	by	by	ADP
esrj-93320	111	161	step	step	NOUN
esrj-93320	111	162	to	to	PART
esrj-93320	111	163	solve	solve	VERB
esrj-93320	111	164	the	the	DET
esrj-93320	111	165	stress	stress	NOUN
esrj-93320	111	166	and	and	CCONJ
esrj-93320	111	167	displacement	displacement	NOUN
esrj-93320	111	168	of	of	ADP
esrj-93320	111	169	soil	soil	NOUN
esrj-93320	111	170	and	and	CCONJ
esrj-93320	111	171	structure	structure	NOUN
esrj-93320	111	172	system	system	NOUN
esrj-93320	111	173	under	under	ADP
esrj-93320	111	174	the	the	DET
esrj-93320	111	175	corresponding	correspond	VERB
esrj-93320	111	176	soil	soil	NOUN
esrj-93320	111	177	strength	strength	NOUN
esrj-93320	111	178	until	until	SCONJ
esrj-93320	111	179	the	the	DET
esrj-93320	111	180	finite	finite	PROPN
esrj-93320	111	181	element	element	NOUN
esrj-93320	111	182	calculation	calculation	NOUN
esrj-93320	111	183	does	do	AUX
esrj-93320	111	184	not	not	PART
esrj-93320	111	185	converge	converge	VERB
esrj-93320	111	186	;	;	PUNCT
esrj-93320	111	187	step	step	NOUN
esrj-93320	111	188	4	4	NUM
esrj-93320	111	189	:	:	PUNCT
esrj-93320	111	190	draw	draw	VERB
esrj-93320	111	191	the	the	DET
esrj-93320	111	192	relationship	relationship	NOUN
esrj-93320	111	193	curve	curve	NOUN
esrj-93320	111	194	between	between	ADP
esrj-93320	111	195	the	the	DET
esrj-93320	111	196	fuzzy	fuzzy	ADJ
esrj-93320	111	197	statistical	statistical	ADJ
esrj-93320	111	198	coefficient	coefficient	NOUN
esrj-93320	111	199	of	of	ADP
esrj-93320	111	200	soil	soil	NOUN
esrj-93320	111	201	strength	strength	NOUN
esrj-93320	111	202	parameters	parameter	NOUN
esrj-93320	111	203	and	and	CCONJ
esrj-93320	111	204	the	the	DET
esrj-93320	111	205	structural	structural	ADJ
esrj-93320	111	206	displacement	displacement	NOUN
esrj-93320	111	207	;	;	PUNCT
esrj-93320	111	208	step	step	NOUN
esrj-93320	111	209	5	5	NUM
esrj-93320	111	210	:	:	PUNCT
esrj-93320	111	211	determine	determine	VERB
esrj-93320	111	212	the	the	DET
esrj-93320	111	213	criteria	criterion	NOUN
esrj-93320	111	214	of	of	ADP
esrj-93320	111	215	structural	structural	ADJ
esrj-93320	111	216	instability	instability	NOUN
esrj-93320	111	217	;	;	PUNCT
esrj-93320	111	218	step	step	NOUN
esrj-93320	111	219	6	6	NUM
esrj-93320	111	220	:	:	PUNCT
esrj-93320	111	221	according	accord	VERB
esrj-93320	111	222	to	to	ADP
esrj-93320	111	223	the	the	DET
esrj-93320	111	224	criteria	criterion	NOUN
esrj-93320	111	225	of	of	ADP
esrj-93320	111	226	structural	structural	ADJ
esrj-93320	111	227	instability	instability	NOUN
esrj-93320	111	228	,	,	PUNCT
esrj-93320	111	229	the	the	DET
esrj-93320	111	230	strength	strength	NOUN
esrj-93320	111	231	reduction	reduction	NOUN
esrj-93320	111	232	coefficient	coefficient	NOUN
esrj-93320	111	233	corresponding	correspond	VERB
esrj-93320	111	234	to	to	ADP
esrj-93320	111	235	structural	structural	ADJ
esrj-93320	111	236	instability	instability	NOUN
esrj-93320	111	237	is	be	AUX
esrj-93320	111	238	determined	determine	VERB
esrj-93320	111	239	,	,	PUNCT
esrj-93320	111	240	which	which	PRON
esrj-93320	111	241	is	be	AUX
esrj-93320	111	242	defined	define	VERB
esrj-93320	111	243	as	as	ADP
esrj-93320	111	244	the	the	DET
esrj-93320	111	245	safety	safety	NOUN
esrj-93320	111	246	coefficient	coefficient	NOUN
esrj-93320	111	247	of	of	ADP
esrj-93320	111	248	structural	structural	ADJ
esrj-93320	111	249	stability	stability	NOUN
esrj-93320	111	250	of	of	ADP
esrj-93320	111	251	geotechnical	geotechnical	ADJ
esrj-93320	111	252	slope	slope	NOUN
esrj-93320	111	253	(	(	PUNCT
esrj-93320	111	254	chen	chen	PROPN
esrj-93320	111	255	et	et	PROPN
esrj-93320	111	256	al	al	PROPN
esrj-93320	111	257	.	.	PROPN
esrj-93320	111	258	,	,	PUNCT
esrj-93320	111	259	2019	2019	NUM
esrj-93320	111	260	;	;	PUNCT
esrj-93320	111	261	feng	feng	PROPN
esrj-93320	111	262	et	et	PROPN
esrj-93320	111	263	al	al	PROPN
esrj-93320	111	264	.	.	PROPN
esrj-93320	111	265	,	,	PUNCT
esrj-93320	111	266	2019	2019	NUM
esrj-93320	111	267	)	)	PUNCT
esrj-93320	111	268	.	.	PUNCT
esrj-93320	112	1	comparative	comparative	ADJ
esrj-93320	112	2	analysis	analysis	NOUN
esrj-93320	112	3	of	of	ADP
esrj-93320	112	4	experiments	experiment	NOUN
esrj-93320	112	5	construction	construction	NOUN
esrj-93320	112	6	of	of	ADP
esrj-93320	112	7	experimental	experimental	ADJ
esrj-93320	112	8	model	model	NOUN
esrj-93320	112	9	the	the	DET
esrj-93320	112	10	stratum	stratum	NOUN
esrj-93320	112	11	of	of	ADP
esrj-93320	112	12	the	the	DET
esrj-93320	112	13	slope	slope	NOUN
esrj-93320	112	14	is	be	AUX
esrj-93320	112	15	from	from	ADP
esrj-93320	112	16	triassic	triassic	NOUN
esrj-93320	112	17	to	to	ADP
esrj-93320	112	18	jurassic	jurassic	PROPN
esrj-93320	112	19	,	,	PUNCT
esrj-93320	112	20	in	in	ADP
esrj-93320	112	21	which	which	PRON
esrj-93320	112	22	triassic	triassic	NOUN
esrj-93320	112	23	is	be	AUX
esrj-93320	112	24	a	a	DET
esrj-93320	112	25	set	set	NOUN
esrj-93320	112	26	of	of	ADP
esrj-93320	112	27	thick	thick	ADJ
esrj-93320	112	28	to	to	ADP
esrj-93320	112	29	very	very	ADV
esrj-93320	112	30	thick	thick	ADJ
esrj-93320	112	31	sandstone	sandstone	NOUN
esrj-93320	112	32	,	,	PUNCT
esrj-93320	112	33	mainly	mainly	ADV
esrj-93320	112	34	siltstone	siltstone	NOUN
esrj-93320	112	35	and	and	CCONJ
esrj-93320	112	36	fine	fine	ADJ
esrj-93320	112	37	sandstone	sandstone	NOUN
esrj-93320	112	38	,	,	PUNCT
esrj-93320	112	39	with	with	ADP
esrj-93320	112	40	weak	weak	ADJ
esrj-93320	112	41	argillaceous	argillaceous	ADJ
esrj-93320	112	42	rock	rock	NOUN
esrj-93320	112	43	and	and	CCONJ
esrj-93320	112	44	soft	soft	ADJ
esrj-93320	112	45	hard	hard	ADJ
esrj-93320	112	46	inter	inter	ADJ
esrj-93320	112	47	bedded	bed	VERB
esrj-93320	112	48	rock	rock	NOUN
esrj-93320	112	49	group	group	NOUN
esrj-93320	112	50	of	of	ADP
esrj-93320	112	51	coal	coal	NOUN
esrj-93320	112	52	line	line	NOUN
esrj-93320	112	53	;	;	PUNCT
esrj-93320	112	54	jurassic	jurassic	PROPN
esrj-93320	112	55	is	be	AUX
esrj-93320	112	56	a	a	DET
esrj-93320	112	57	set	set	NOUN
esrj-93320	112	58	of	of	ADP
esrj-93320	112	59	soft	soft	ADJ
esrj-93320	112	60	rock	rock	NOUN
esrj-93320	112	61	with	with	ADP
esrj-93320	112	62	hard	hard	ADJ
esrj-93320	112	63	rock	rock	NOUN
esrj-93320	112	64	group	group	NOUN
esrj-93320	112	65	of	of	ADP
esrj-93320	112	66	siltstone	siltstone	NOUN
esrj-93320	112	67	and	and	CCONJ
esrj-93320	112	68	mudstone	mudstone	NOUN
esrj-93320	112	69	as	as	ADP
esrj-93320	112	70	main	main	ADJ
esrj-93320	112	71	inter	inter	ADJ
esrj-93320	112	72	bedded	bed	VERB
esrj-93320	112	73	sandstone	sandstone	NOUN
esrj-93320	112	74	.	.	PUNCT
esrj-93320	113	1	the	the	DET
esrj-93320	113	2	artificial	artificial	ADJ
esrj-93320	113	3	high	high	ADJ
esrj-93320	113	4	rock	rock	NOUN
esrj-93320	113	5	and	and	CCONJ
esrj-93320	113	6	soil	soil	NOUN
esrj-93320	113	7	slope	slope	NOUN
esrj-93320	113	8	is	be	AUX
esrj-93320	113	9	1300.0	1300.0	NUM
esrj-93320	113	10	m	m	NOUN
esrj-93320	113	11	long	long	ADJ
esrj-93320	113	12	,	,	PUNCT
esrj-93320	113	13	with	with	ADP
esrj-93320	113	14	the	the	DET
esrj-93320	113	15	maximum	maximum	ADJ
esrj-93320	113	16	excavation	excavation	NOUN
esrj-93320	113	17	elevation	elevation	NOUN
esrj-93320	113	18	of	of	ADP
esrj-93320	113	19	425.00	425.00	NUM
esrj-93320	113	20	m	m	NOUN
esrj-93320	113	21	and	and	CCONJ
esrj-93320	113	22	the	the	DET
esrj-93320	113	23	maximum	maximum	ADJ
esrj-93320	113	24	slope	slope	NOUN
esrj-93320	113	25	height	height	NOUN
esrj-93320	113	26	of	of	ADP
esrj-93320	113	27	150.0	150.0	NUM
esrj-93320	113	28	m.	m.	NOUN
esrj-93320	113	29	in	in	ADP
esrj-93320	113	30	order	order	NOUN
esrj-93320	113	31	to	to	PART
esrj-93320	113	32	study	study	VERB
esrj-93320	113	33	the	the	DET
esrj-93320	113	34	artificial	artificial	ADJ
esrj-93320	113	35	high	high	ADJ
esrj-93320	113	36	rock	rock	NOUN
esrj-93320	113	37	slope	slope	NOUN
esrj-93320	113	38	of	of	ADP
esrj-93320	113	39	the	the	DET
esrj-93320	113	40	ship	ship	NOUN
esrj-93320	113	41	lift	lift	NOUN
esrj-93320	113	42	section	section	NOUN
esrj-93320	113	43	on	on	ADP
esrj-93320	113	44	the	the	DET
esrj-93320	113	45	left	left	ADJ
esrj-93320	113	46	bank	bank	PROPN
esrj-93320	113	47	of	of	ADP
esrj-93320	113	48	xiangjiaba	xiangjiaba	PROPN
esrj-93320	113	49	,	,	PUNCT
esrj-93320	113	50	the	the	DET
esrj-93320	113	51	uncertainty	uncertainty	NOUN
esrj-93320	113	52	analysis	analysis	NOUN
esrj-93320	113	53	of	of	ADP
esrj-93320	113	54	plane	plane	NOUN
esrj-93320	113	55	stress	stress	NOUN
esrj-93320	113	56	and	and	CCONJ
esrj-93320	113	57	plane	plane	NOUN
esrj-93320	113	58	deformation	deformation	NOUN
esrj-93320	113	59	of	of	ADP
esrj-93320	113	60	typical	typical	ADJ
esrj-93320	113	61	section	section	NOUN
esrj-93320	113	62	4	4	NUM
esrj-93320	113	63	(	(	PUNCT
esrj-93320	113	64	maximum	maximum	ADJ
esrj-93320	113	65	section	section	NOUN
esrj-93320	113	66	height	height	NOUN
esrj-93320	113	67	)	)	PUNCT
esrj-93320	113	68	is	be	AUX
esrj-93320	113	69	carried	carry	VERB
esrj-93320	113	70	out	out	ADP
esrj-93320	113	71	by	by	ADP
esrj-93320	113	72	using	use	VERB
esrj-93320	113	73	the	the	DET
esrj-93320	113	74	fuzzy	fuzzy	ADJ
esrj-93320	113	75	finite	finite	PROPN
esrj-93320	113	76	element	element	NOUN
esrj-93320	113	77	theory	theory	NOUN
esrj-93320	113	78	.	.	PUNCT
esrj-93320	114	1	the	the	DET
esrj-93320	114	2	finite	finite	PROPN
esrj-93320	114	3	element	element	NOUN
esrj-93320	114	4	mesh	mesh	NOUN
esrj-93320	114	5	of	of	ADP
esrj-93320	114	6	rock	rock	NOUN
esrj-93320	114	7	slope	slope	NOUN
esrj-93320	114	8	is	be	AUX
esrj-93320	114	9	shown	show	VERB
esrj-93320	114	10	in	in	ADP
esrj-93320	114	11	figure	figure	NOUN
esrj-93320	114	12	6	6	NUM
esrj-93320	114	13	.	.	PUNCT
esrj-93320	114	14	figure	figure	VERB
esrj-93320	114	15	6	6	NUM
esrj-93320	114	16	finite	finite	PROPN
esrj-93320	114	17	element	element	NOUN
esrj-93320	114	18	mesh	mesh	NOUN
esrj-93320	114	19	division	division	NOUN
esrj-93320	114	20	of	of	ADP
esrj-93320	114	21	rock	rock	NOUN
esrj-93320	114	22	slope	slope	NOUN
esrj-93320	114	23	the	the	DET
esrj-93320	114	24	physical	physical	ADJ
esrj-93320	114	25	and	and	CCONJ
esrj-93320	114	26	mechanical	mechanical	ADJ
esrj-93320	114	27	parameters	parameter	NOUN
esrj-93320	114	28	of	of	ADP
esrj-93320	114	29	rock	rock	NOUN
esrj-93320	114	30	mass	mass	NOUN
esrj-93320	114	31	are	be	AUX
esrj-93320	114	32	shown	show	VERB
esrj-93320	114	33	in	in	ADP
esrj-93320	114	34	table	table	NOUN
esrj-93320	114	35	3	3	NUM
esrj-93320	114	36	.	.	PUNCT
esrj-93320	115	1	the	the	DET
esrj-93320	115	2	values	value	NOUN
esrj-93320	115	3	outside	outside	ADP
esrj-93320	115	4	the	the	DET
esrj-93320	115	5	brackets	bracket	NOUN
esrj-93320	115	6	in	in	ADP
esrj-93320	115	7	the	the	DET
esrj-93320	115	8	table	table	NOUN
esrj-93320	115	9	are	be	AUX
esrj-93320	115	10	calculated	calculate	VERB
esrj-93320	115	11	parameter	parameter	NOUN
esrj-93320	115	12	values	value	NOUN
esrj-93320	115	13	based	base	VERB
esrj-93320	115	14	on	on	ADP
esrj-93320	115	15	the	the	DET
esrj-93320	115	16	statistical	statistical	ADJ
esrj-93320	115	17	mean	mean	NOUN
esrj-93320	115	18	,	,	PUNCT
esrj-93320	115	19	while	while	SCONJ
esrj-93320	115	20	the	the	DET
esrj-93320	115	21	values	value	NOUN
esrj-93320	115	22	inside	inside	ADP
esrj-93320	115	23	the	the	DET
esrj-93320	115	24	brackets	bracket	NOUN
esrj-93320	115	25	are	be	AUX
esrj-93320	115	26	the	the	DET
esrj-93320	115	27	range	range	ADJ
esrj-93320	115	28	values	value	NOUN
esrj-93320	115	29	of	of	ADP
esrj-93320	115	30	each	each	DET
esrj-93320	115	31	physical	physical	ADJ
esrj-93320	115	32	quantity	quantity	NOUN
esrj-93320	115	33	.	.	PUNCT
esrj-93320	116	1	boundary	boundary	ADJ
esrj-93320	116	2	conditions	condition	NOUN
esrj-93320	116	3	:	:	PUNCT
esrj-93320	116	4	the	the	DET
esrj-93320	116	5	left	left	ADJ
esrj-93320	116	6	and	and	CCONJ
esrj-93320	116	7	right	right	ADJ
esrj-93320	116	8	boundaries	boundary	NOUN
esrj-93320	116	9	of	of	ADP
esrj-93320	116	10	the	the	DET
esrj-93320	116	11	experimental	experimental	ADJ
esrj-93320	116	12	model	model	NOUN
esrj-93320	116	13	are	be	AUX
esrj-93320	116	14	respectively	respectively	ADV
esrj-93320	116	15	constrained	constrain	VERB
esrj-93320	116	16	by	by	ADP
esrj-93320	116	17	the	the	DET
esrj-93320	116	18	horizontal	horizontal	ADJ
esrj-93320	116	19	x	x	ADJ
esrj-93320	116	20	-	-	NOUN
esrj-93320	116	21	direction	direction	NOUN
esrj-93320	116	22	hinge	hinge	NOUN
esrj-93320	116	23	displacement	displacement	NOUN
esrj-93320	116	24	,	,	PUNCT
esrj-93320	116	25	and	and	CCONJ
esrj-93320	116	26	the	the	DET
esrj-93320	116	27	lower	low	ADJ
esrj-93320	116	28	boundary	boundary	NOUN
esrj-93320	116	29	of	of	ADP
esrj-93320	116	30	the	the	DET
esrj-93320	116	31	model	model	NOUN
esrj-93320	116	32	is	be	AUX
esrj-93320	116	33	constrained	constrain	VERB
esrj-93320	116	34	by	by	ADP
esrj-93320	116	35	the	the	DET
esrj-93320	116	36	vertical	vertical	ADJ
esrj-93320	116	37	y	y	PROPN
esrj-93320	116	38	-	-	PUNCT
esrj-93320	116	39	direction	direction	NOUN
esrj-93320	116	40	hinge	hinge	NOUN
esrj-93320	116	41	displacement	displacement	NOUN
esrj-93320	116	42	,	,	PUNCT
esrj-93320	116	43	forming	form	VERB
esrj-93320	116	44	the	the	DET
esrj-93320	116	45	displacement	displacement	ADJ
esrj-93320	116	46	boundary	boundary	ADJ
esrj-93320	116	47	conditions	condition	NOUN
esrj-93320	116	48	.	.	PUNCT
esrj-93320	117	1	quadrilateral	quadrilateral	ADJ
esrj-93320	117	2	4	4	NUM
esrj-93320	117	3	-	-	PUNCT
esrj-93320	117	4	node	node	ADJ
esrj-93320	117	5	element	element	NOUN
esrj-93320	117	6	is	be	AUX
esrj-93320	117	7	used	use	VERB
esrj-93320	117	8	for	for	ADP
esrj-93320	117	9	calculation	calculation	NOUN
esrj-93320	117	10	.	.	PUNCT
esrj-93320	118	1	table	table	NOUN
esrj-93320	118	2	3	3	NUM
esrj-93320	118	3	.	.	PUNCT
esrj-93320	119	1	mechanical	mechanical	ADJ
esrj-93320	119	2	parameters	parameter	NOUN
esrj-93320	119	3	of	of	ADP
esrj-93320	119	4	rock	rock	NOUN
esrj-93320	119	5	mass	mass	PROPN
esrj-93320	119	6	in	in	ADP
esrj-93320	119	7	slope	slope	NOUN
esrj-93320	119	8	land	land	NOUN
esrj-93320	119	9	formation	formation	NOUN
esrj-93320	119	10	lithology	lithology	NOUN
esrj-93320	119	11	t3	t3	PROPN
esrj-93320	119	12	2	2	NUM
esrj-93320	119	13	-	-	SYM
esrj-93320	119	14	6	6	NUM
esrj-93320	119	15	、	、	NOUN
esrj-93320	119	16	t3	t3	PROPN
esrj-93320	119	17	4	4	NUM
esrj-93320	119	18	sandstone	sandstone	NOUN
esrj-93320	119	19	t3	t3	PROPN
esrj-93320	119	20	3	3	NUM
esrj-93320	119	21	siltstone	siltstone	NOUN
esrj-93320	119	22	,	,	PUNCT
esrj-93320	119	23	siltstone	siltstone	NOUN
esrj-93320	119	24	with	with	ADP
esrj-93320	119	25	argillaceous	argillaceous	ADJ
esrj-93320	119	26	rock	rock	NOUN
esrj-93320	119	27	argillaceous	argillaceous	ADJ
esrj-93320	119	28	rock	rock	NOUN
esrj-93320	119	29	with	with	ADP
esrj-93320	119	30	sandstone	sandstone	NOUN
esrj-93320	119	31	strong	strong	ADJ
esrj-93320	119	32	weathering	weathering	NOUN
esrj-93320	119	33	rock	rock	NOUN
esrj-93320	119	34	mass	mass	NOUN
esrj-93320	119	35	type	type	NOUN
esrj-93320	119	36	iv	iv	NUM
esrj-93320	119	37	iv	iv	NUM
esrj-93320	119	38	iv	iv	NUM
esrj-93320	119	39	f	f	PROPN
esrj-93320	119	40			PROPN
esrj-93320	119	41	0.75(0.62	0.75(0.62	PROPN
esrj-93320	119	42	-	-	SYM
esrj-93320	119	43	0.81	0.81	NUM
esrj-93320	119	44	)	)	PUNCT
esrj-93320	119	45	0.65(0.52	0.65(0.52	NUM
esrj-93320	119	46	-	-	SYM
esrj-93320	119	47	0.73	0.73	NUM
esrj-93320	119	48	)	)	PUNCT
esrj-93320	119	49	0.55(0.42	0.55(0.42	NOUN
esrj-93320	119	50	-	-	SYM
esrj-93320	119	51	0.65	0.65	NUM
esrj-93320	119	52	)	)	PUNCT
esrj-93320	119	53	c	c	NOUN
esrj-93320	119	54	'	'	PUNCT
esrj-93320	119	55	/mpa	/mpa	PUNCT
esrj-93320	120	1	0.60(0.52	0.60(0.52	NUM
esrj-93320	120	2	-	-	SYM
esrj-93320	120	3	0.73	0.73	NUM
esrj-93320	120	4	)	)	PUNCT
esrj-93320	120	5	0.50(0.45	0.50(0.45	NOUN
esrj-93320	120	6	-	-	SYM
esrj-93320	120	7	0.64	0.64	NUM
esrj-93320	120	8	)	)	PUNCT
esrj-93320	120	9	0.30(0.23	0.30(0.23	NOUN
esrj-93320	120	10	-	-	SYM
esrj-93320	120	11	0.41	0.41	NUM
esrj-93320	120	12	)	)	PUNCT
esrj-93320	120	13	rock	rock	NOUN
esrj-93320	120	14	density	density	NOUN
esrj-93320	120	15	/(g·cm-3	/(g·cm-3	SYM
esrj-93320	120	16	)	)	PUNCT
esrj-93320	120	17	2.50(2.44	2.50(2.44	NUM
esrj-93320	120	18	-	-	SYM
esrj-93320	120	19	2.61	2.61	NUM
esrj-93320	120	20	)	)	PUNCT
esrj-93320	120	21	2.46(2.4	2.46(2.4	NUM
esrj-93320	120	22	-	-	SYM
esrj-93320	120	23	2.55	2.55	NUM
esrj-93320	120	24	)	)	PUNCT
esrj-93320	120	25	2.40(2.35	2.40(2.35	NUM
esrj-93320	120	26	-	-	SYM
esrj-93320	120	27	2.52	2.52	NUM
esrj-93320	120	28	)	)	PUNCT
esrj-93320	120	29	modulus	modulus	NOUN
esrj-93320	120	30	of	of	ADP
esrj-93320	120	31	elasticity	elasticity	NOUN
esrj-93320	120	32	/	/	PUNCT
esrj-93320	120	33	gpa	gpa	PROPN
esrj-93320	120	34	5.0(4.68	5.0(4.68	PROPN
esrj-93320	120	35	-	-	SYM
esrj-93320	120	36	5.72	5.72	NUM
esrj-93320	120	37	)	)	PUNCT
esrj-93320	120	38	4.2(3.78	4.2(3.78	NUM
esrj-93320	120	39	-	-	NOUN
esrj-93320	120	40	5.1	5.1	NUM
esrj-93320	120	41	)	)	PUNCT
esrj-93320	120	42	3.3(2.7	3.3(2.7	NOUN
esrj-93320	120	43	-	-	PUNCT
esrj-93320	120	44	4.0	4.0	NUM
esrj-93320	120	45	)	)	PUNCT
esrj-93320	120	46	poisson	poisson	PROPN
esrj-93320	120	47	’s	’s	PART
esrj-93320	120	48	ratio	ratio	NOUN
esrj-93320	120	49	0.25(0.23	0.25(0.23	PUNCT
esrj-93320	120	50	-	-	PUNCT
esrj-93320	120	51	0.26	0.26	NUM
esrj-93320	120	52	)	)	PUNCT
esrj-93320	120	53	0.28(0.24	0.28(0.24	NOUN
esrj-93320	120	54	-	-	PUNCT
esrj-93320	120	55	0.31	0.31	NUM
esrj-93320	120	56	)	)	PUNCT
esrj-93320	120	57	0.30(0.25	0.30(0.25	NOUN
esrj-93320	120	58	-	-	PUNCT
esrj-93320	120	59	0.32	0.32	NUM
esrj-93320	120	60	)	)	PUNCT
esrj-93320	120	61	moderate	moderate	ADJ
esrj-93320	120	62	weathering	weathering	NOUN
esrj-93320	120	63	rock	rock	NOUN
esrj-93320	120	64	mass	mass	PROPN
esrj-93320	120	65	type	type	PROPN
esrj-93320	120	66	iii	iii	PROPN
esrj-93320	120	67	iii	iii	X
esrj-93320	120	68	iii	iii	X
esrj-93320	120	69	f	f	PROPN
esrj-93320	120	70			PROPN
esrj-93320	120	71	1.05(0.94	1.05(0.94	PROPN
esrj-93320	120	72	-	-	SYM
esrj-93320	120	73	1.13	1.13	NUM
esrj-93320	120	74	)	)	PUNCT
esrj-93320	120	75	0.95(0.89	0.95(0.89	NUM
esrj-93320	120	76	-	-	NUM
esrj-93320	120	77	1.02	1.02	NUM
esrj-93320	120	78	)	)	PUNCT
esrj-93320	120	79	0.8(0.68	0.8(0.68	NUM
esrj-93320	120	80	-	-	SYM
esrj-93320	120	81	0.96	0.96	NUM
esrj-93320	120	82	)	)	PUNCT
esrj-93320	120	83	c	c	NOUN
esrj-93320	120	84	'	'	PUNCT
esrj-93320	120	85	/mpa	/mpa	PUNCT
esrj-93320	121	1	1.0(0.88	1.0(0.88	NUM
esrj-93320	121	2	-	-	SYM
esrj-93320	121	3	1.11	1.11	NUM
esrj-93320	121	4	)	)	PUNCT
esrj-93320	121	5	0.9(0.84	0.9(0.84	NUM
esrj-93320	121	6	-	-	PUNCT
esrj-93320	121	7	0.97	0.97	NUM
esrj-93320	121	8	)	)	PUNCT
esrj-93320	121	9	0.7(0.66	0.7(0.66	PROPN
esrj-93320	121	10	-	-	SYM
esrj-93320	121	11	0.79	0.79	NUM
esrj-93320	121	12	)	)	PUNCT
esrj-93320	121	13	rock	rock	NOUN
esrj-93320	121	14	density	density	NOUN
esrj-93320	121	15	/(g·cm-3	/(g·cm-3	SYM
esrj-93320	121	16	)	)	PUNCT
esrj-93320	121	17	2.57(2.51	2.57(2.51	NUM
esrj-93320	121	18	-	-	SYM
esrj-93320	121	19	2.62	2.62	NUM
esrj-93320	121	20	)	)	PUNCT
esrj-93320	121	21	2.58(2.40	2.58(2.40	NUM
esrj-93320	121	22	-	-	SYM
esrj-93320	121	23	2.67	2.67	NUM
esrj-93320	121	24	)	)	PUNCT
esrj-93320	121	25	2.56(2.39	2.56(2.39	NOUN
esrj-93320	121	26	-	-	PUNCT
esrj-93320	121	27	2.61	2.61	NUM
esrj-93320	121	28	)	)	PUNCT
esrj-93320	121	29	modulus	modulus	NOUN
esrj-93320	121	30	of	of	ADP
esrj-93320	121	31	elasticity	elasticity	NOUN
esrj-93320	121	32	/	/	PUNCT
esrj-93320	121	33	gpa	gpa	PROPN
esrj-93320	121	34	12.0(11.3	12.0(11.3	NUM
esrj-93320	121	35	-	-	SYM
esrj-93320	121	36	13.1	13.1	NUM
esrj-93320	121	37	)	)	PUNCT
esrj-93320	121	38	9.0(8.3	9.0(8.3	NOUN
esrj-93320	121	39	-	-	PUNCT
esrj-93320	121	40	10.2	10.2	NUM
esrj-93320	121	41	)	)	PUNCT
esrj-93320	121	42	5.0(4.6	5.0(4.6	NOUN
esrj-93320	121	43	-	-	PUNCT
esrj-93320	121	44	5.3	5.3	NUM
esrj-93320	121	45	)	)	PUNCT
esrj-93320	121	46	poisson	poisson	PROPN
esrj-93320	121	47	’s	’s	PART
esrj-93320	121	48	ratio	ratio	NOUN
esrj-93320	121	49	0.23(0.21	0.23(0.21	PROPN
esrj-93320	121	50	-	-	PUNCT
esrj-93320	121	51	0.245	0.245	NUM
esrj-93320	121	52	)	)	PUNCT
esrj-93320	121	53	0.25(0.24	0.25(0.24	X
esrj-93320	121	54	-	-	PUNCT
esrj-93320	121	55	0.263	0.263	NUM
esrj-93320	121	56	)	)	PUNCT
esrj-93320	121	57	0.28(0.265	0.28(0.265	NOUN
esrj-93320	121	58	-	-	PUNCT
esrj-93320	121	59	0.3	0.3	NUM
esrj-93320	121	60	)	)	PUNCT
esrj-93320	121	61	breeze	breeze	ADJ
esrj-93320	121	62	rock	rock	NOUN
esrj-93320	121	63	mass	mass	PROPN
esrj-93320	121	64	type	type	PROPN
esrj-93320	121	65	ii	ii	PROPN
esrj-93320	121	66	ii	ii	PROPN
esrj-93320	121	67	ii	ii	PROPN
esrj-93320	121	68	f	f	PROPN
esrj-93320	122	1			PROPN
esrj-93320	122	2	1.2(1.01	1.2(1.01	NUM
esrj-93320	122	3	-	-	SYM
esrj-93320	122	4	1.3	1.3	NUM
esrj-93320	122	5	)	)	PUNCT
esrj-93320	122	6	1.0(0.85	1.0(0.85	NUM
esrj-93320	122	7	-	-	SYM
esrj-93320	122	8	1.17	1.17	NUM
esrj-93320	122	9	)	)	PUNCT
esrj-93320	122	10	0.9(0.85	0.9(0.85	NUM
esrj-93320	122	11	-	-	SYM
esrj-93320	122	12	1.1	1.1	NUM
esrj-93320	122	13	)	)	PUNCT
esrj-93320	122	14	c	c	NOUN
esrj-93320	122	15	'	'	PUNCT
esrj-93320	122	16	/mpaz	/mpaz	NOUN
esrj-93320	123	1	1.4(1.13	1.4(1.13	NUM
esrj-93320	123	2	-	-	SYM
esrj-93320	123	3	1.56	1.56	NUM
esrj-93320	123	4	)	)	PUNCT
esrj-93320	123	5	1.0(0.87	1.0(0.87	NUM
esrj-93320	123	6	-	-	SYM
esrj-93320	123	7	1.18	1.18	NUM
esrj-93320	123	8	)	)	PUNCT
esrj-93320	123	9	0.8(0.73	0.8(0.73	PROPN
esrj-93320	123	10	-	-	PUNCT
esrj-93320	123	11	0.89	0.89	NUM
esrj-93320	123	12	)	)	PUNCT
esrj-93320	123	13	rock	rock	NOUN
esrj-93320	123	14	density	density	NOUN
esrj-93320	123	15	/(g·cm-3	/(g·cm-3	PUNCT
esrj-93320	123	16	)	)	PUNCT
esrj-93320	123	17	2.60(2.55	2.60(2.55	NUM
esrj-93320	123	18	-	-	SYM
esrj-93320	123	19	2.75	2.75	NUM
esrj-93320	123	20	)	)	PUNCT
esrj-93320	123	21	2.62(2.54	2.62(2.54	NOUN
esrj-93320	123	22	-	-	PUNCT
esrj-93320	123	23	2.73	2.73	NUM
esrj-93320	123	24	)	)	PUNCT
esrj-93320	123	25	2.58(2.5	2.58(2.5	NUM
esrj-93320	123	26	-	-	SYM
esrj-93320	123	27	2.7	2.7	NUM
esrj-93320	123	28	)	)	PUNCT
esrj-93320	123	29	modulus	modulus	NOUN
esrj-93320	123	30	of	of	ADP
esrj-93320	123	31	elasticity	elasticity	NOUN
esrj-93320	123	32	/	/	PUNCT
esrj-93320	123	33	gpa	gpa	PROPN
esrj-93320	123	34	19.0(17.4	19.0(17.4	NUM
esrj-93320	123	35	-	-	SYM
esrj-93320	123	36	21.7	21.7	NUM
esrj-93320	123	37	)	)	PUNCT
esrj-93320	123	38	12.0(10.2	12.0(10.2	NUM
esrj-93320	123	39	-	-	SYM
esrj-93320	123	40	13.7	13.7	NUM
esrj-93320	123	41	)	)	PUNCT
esrj-93320	123	42	8.0(7.3	8.0(7.3	NOUN
esrj-93320	123	43	-	-	PUNCT
esrj-93320	123	44	9.1	9.1	NUM
esrj-93320	123	45	)	)	PUNCT
esrj-93320	123	46	poisson	poisson	PROPN
esrj-93320	123	47	’s	’s	PART
esrj-93320	123	48	ratio	ratio	NOUN
esrj-93320	123	49	0.22(0.2	0.22(0.2	ADV
esrj-93320	123	50	-	-	PUNCT
esrj-93320	123	51	0.24	0.24	NUM
esrj-93320	123	52	)	)	PUNCT
esrj-93320	123	53	0.23(0.21	0.23(0.21	NOUN
esrj-93320	123	54	-	-	SYM
esrj-93320	123	55	0.24	0.24	NUM
esrj-93320	123	56	)	)	PUNCT
esrj-93320	123	57	0.25(0.23	0.25(0.23	NOUN
esrj-93320	123	58	-	-	NOUN
esrj-93320	123	59	0.27	0.27	NUM
esrj-93320	123	60	)	)	PUNCT
esrj-93320	123	61	128	128	NUM
esrj-93320	123	62	zhongjie	zhongjie	PROPN
esrj-93320	123	63	wang	wang	PROPN
esrj-93320	123	64	,	,	PUNCT
esrj-93320	124	1	min	min	PROPN
esrj-93320	124	2	lin	lin	PROPN
esrj-93320	124	3	load	load	NOUN
esrj-93320	124	4	condition	condition	NOUN
esrj-93320	124	5	:	:	PUNCT
esrj-93320	124	6	self	self	NOUN
esrj-93320	124	7	weight	weight	NOUN
esrj-93320	124	8	,	,	PUNCT
esrj-93320	124	9	excavation	excavation	NOUN
esrj-93320	124	10	unloading	unloading	NOUN
esrj-93320	124	11	.	.	PUNCT
esrj-93320	125	1	in	in	ADP
esrj-93320	125	2	order	order	NOUN
esrj-93320	125	3	to	to	PART
esrj-93320	125	4	simulate	simulate	VERB
esrj-93320	125	5	the	the	DET
esrj-93320	125	6	excavation	excavation	NOUN
esrj-93320	125	7	and	and	CCONJ
esrj-93320	125	8	unloading	unloading	NOUN
esrj-93320	125	9	of	of	ADP
esrj-93320	125	10	rock	rock	NOUN
esrj-93320	125	11	and	and	CCONJ
esrj-93320	125	12	soil	soil	NOUN
esrj-93320	125	13	slope	slope	NOUN
esrj-93320	125	14	,	,	PUNCT
esrj-93320	125	15	loading	loading	NOUN
esrj-93320	125	16	is	be	AUX
esrj-93320	125	17	carried	carry	VERB
esrj-93320	125	18	out	out	ADP
esrj-93320	125	19	in	in	ADP
esrj-93320	125	20	two	two	NUM
esrj-93320	125	21	steps	step	NOUN
esrj-93320	125	22	.	.	PUNCT
esrj-93320	126	1	firstly	firstly	ADV
esrj-93320	126	2	,	,	PUNCT
esrj-93320	126	3	the	the	DET
esrj-93320	126	4	natural	natural	ADJ
esrj-93320	126	5	rock	rock	NOUN
esrj-93320	126	6	and	and	CCONJ
esrj-93320	126	7	soil	soil	NOUN
esrj-93320	126	8	slope	slope	NOUN
esrj-93320	126	9	before	before	ADP
esrj-93320	126	10	excavation	excavation	NOUN
esrj-93320	126	11	is	be	AUX
esrj-93320	126	12	discretized	discretize	VERB
esrj-93320	126	13	,	,	PUNCT
esrj-93320	126	14	and	and	CCONJ
esrj-93320	126	15	the	the	DET
esrj-93320	126	16	whole	whole	ADJ
esrj-93320	126	17	model	model	NOUN
esrj-93320	126	18	is	be	AUX
esrj-93320	126	19	discretized	discretize	VERB
esrj-93320	126	20	into	into	ADP
esrj-93320	126	21	1372	1372	NUM
esrj-93320	126	22	nodes	node	NOUN
esrj-93320	126	23	and	and	CCONJ
esrj-93320	126	24	1294	1294	NUM
esrj-93320	126	25	units	unit	NOUN
esrj-93320	126	26	.	.	PUNCT
esrj-93320	127	1	after	after	ADP
esrj-93320	127	2	the	the	DET
esrj-93320	127	3	calculation	calculation	NOUN
esrj-93320	127	4	,	,	PUNCT
esrj-93320	127	5	the	the	DET
esrj-93320	127	6	node	node	ADJ
esrj-93320	127	7	forces	force	NOUN
esrj-93320	127	8	on	on	ADP
esrj-93320	127	9	the	the	DET
esrj-93320	127	10	excavation	excavation	NOUN
esrj-93320	127	11	boundary	boundary	NOUN
esrj-93320	127	12	are	be	AUX
esrj-93320	127	13	reversely	reversely	ADV
esrj-93320	127	14	applied	apply	VERB
esrj-93320	127	15	on	on	ADP
esrj-93320	127	16	the	the	DET
esrj-93320	127	17	corresponding	corresponding	ADJ
esrj-93320	127	18	nodes	node	NOUN
esrj-93320	127	19	of	of	ADP
esrj-93320	127	20	the	the	DET
esrj-93320	127	21	calculation	calculation	NOUN
esrj-93320	127	22	grid	grid	NOUN
esrj-93320	127	23	after	after	ADP
esrj-93320	127	24	excavation	excavation	NOUN
esrj-93320	127	25	to	to	PART
esrj-93320	127	26	simulate	simulate	VERB
esrj-93320	127	27	the	the	DET
esrj-93320	127	28	unloading	unloading	NOUN
esrj-93320	127	29	process	process	NOUN
esrj-93320	127	30	in	in	ADP
esrj-93320	127	31	the	the	DET
esrj-93320	127	32	excavation	excavation	NOUN
esrj-93320	127	33	area	area	NOUN
esrj-93320	127	34	of	of	ADP
esrj-93320	127	35	rock	rock	NOUN
esrj-93320	127	36	and	and	CCONJ
esrj-93320	127	37	soil	soil	NOUN
esrj-93320	127	38	slope	slope	NOUN
esrj-93320	127	39	.	.	PUNCT
esrj-93320	128	1	after	after	ADP
esrj-93320	128	2	excavation	excavation	NOUN
esrj-93320	128	3	,	,	PUNCT
esrj-93320	128	4	there	there	PRON
esrj-93320	128	5	are	be	VERB
esrj-93320	128	6	1255	1255	NUM
esrj-93320	128	7	nodes	node	NOUN
esrj-93320	128	8	and	and	CCONJ
esrj-93320	128	9	1178	1178	NUM
esrj-93320	128	10	elements	element	NOUN
esrj-93320	128	11	in	in	ADP
esrj-93320	128	12	the	the	DET
esrj-93320	128	13	finite	finite	PROPN
esrj-93320	128	14	element	element	NOUN
esrj-93320	128	15	model	model	NOUN
esrj-93320	128	16	.	.	PUNCT
esrj-93320	129	1	during	during	ADP
esrj-93320	129	2	the	the	DET
esrj-93320	129	3	experiment	experiment	NOUN
esrj-93320	129	4	,	,	PUNCT
esrj-93320	129	5	it	it	PRON
esrj-93320	129	6	is	be	AUX
esrj-93320	129	7	considered	consider	VERB
esrj-93320	129	8	that	that	SCONJ
esrj-93320	129	9	the	the	DET
esrj-93320	129	10	displacement	displacement	NOUN
esrj-93320	129	11	under	under	ADP
esrj-93320	129	12	the	the	DET
esrj-93320	129	13	action	action	NOUN
esrj-93320	129	14	of	of	ADP
esrj-93320	129	15	self	self	NOUN
esrj-93320	129	16	weight	weight	NOUN
esrj-93320	129	17	has	have	AUX
esrj-93320	129	18	been	be	AUX
esrj-93320	129	19	completed	complete	VERB
esrj-93320	129	20	,	,	PUNCT
esrj-93320	129	21	so	so	CCONJ
esrj-93320	129	22	the	the	DET
esrj-93320	129	23	displacement	displacement	NOUN
esrj-93320	129	24	caused	cause	VERB
esrj-93320	129	25	by	by	ADP
esrj-93320	129	26	excavation	excavation	NOUN
esrj-93320	129	27	is	be	AUX
esrj-93320	129	28	only	only	ADV
esrj-93320	129	29	the	the	DET
esrj-93320	129	30	displacement	displacement	NOUN
esrj-93320	129	31	caused	cause	VERB
esrj-93320	129	32	by	by	ADP
esrj-93320	129	33	unloading	unloading	NOUN
esrj-93320	129	34	of	of	ADP
esrj-93320	129	35	the	the	DET
esrj-93320	129	36	slope	slope	NOUN
esrj-93320	129	37	,	,	PUNCT
esrj-93320	129	38	that	that	PRON
esrj-93320	129	39	is	be	AUX
esrj-93320	129	40	to	to	PART
esrj-93320	129	41	say	say	VERB
esrj-93320	129	42	,	,	PUNCT
esrj-93320	129	43	when	when	SCONJ
esrj-93320	129	44	calculating	calculate	VERB
esrj-93320	129	45	the	the	DET
esrj-93320	129	46	deformation	deformation	NOUN
esrj-93320	129	47	caused	cause	VERB
esrj-93320	129	48	by	by	ADP
esrj-93320	129	49	excavation	excavation	NOUN
esrj-93320	129	50	of	of	ADP
esrj-93320	129	51	the	the	DET
esrj-93320	129	52	slope	slope	NOUN
esrj-93320	129	53	,	,	PUNCT
esrj-93320	129	54	the	the	DET
esrj-93320	129	55	displacement	displacement	NOUN
esrj-93320	129	56	under	under	ADP
esrj-93320	129	57	the	the	DET
esrj-93320	129	58	condition	condition	NOUN
esrj-93320	129	59	of	of	ADP
esrj-93320	129	60	self	self	NOUN
esrj-93320	129	61	weight	weight	NOUN
esrj-93320	129	62	is	be	AUX
esrj-93320	129	63	deducted	deduct	VERB
esrj-93320	129	64	,	,	PUNCT
esrj-93320	129	65	and	and	CCONJ
esrj-93320	129	66	the	the	DET
esrj-93320	129	67	stress	stress	NOUN
esrj-93320	129	68	state	state	NOUN
esrj-93320	129	69	caused	cause	VERB
esrj-93320	129	70	by	by	ADP
esrj-93320	129	71	self	self	NOUN
esrj-93320	129	72	weight	weight	NOUN
esrj-93320	129	73	is	be	AUX
esrj-93320	129	74	retained	retain	VERB
esrj-93320	129	75	.	.	PUNCT
esrj-93320	130	1	test	test	NOUN
esrj-93320	130	2	steps	step	VERB
esrj-93320	130	3	the	the	DET
esrj-93320	130	4	following	following	ADJ
esrj-93320	130	5	simplified	simplified	ADJ
esrj-93320	130	6	calculation	calculation	NOUN
esrj-93320	130	7	method	method	NOUN
esrj-93320	130	8	is	be	AUX
esrj-93320	130	9	established	establish	VERB
esrj-93320	130	10	for	for	ADP
esrj-93320	130	11	the	the	DET
esrj-93320	130	12	structure	structure	NOUN
esrj-93320	130	13	of	of	ADP
esrj-93320	130	14	rock	rock	NOUN
esrj-93320	130	15	and	and	CCONJ
esrj-93320	130	16	soil	soil	NOUN
esrj-93320	130	17	slope	slope	NOUN
esrj-93320	130	18	,	,	PUNCT
esrj-93320	130	19	and	and	CCONJ
esrj-93320	130	20	the	the	DET
esrj-93320	130	21	solution	solution	NOUN
esrj-93320	130	22	process	process	NOUN
esrj-93320	130	23	is	be	AUX
esrj-93320	130	24	realized	realize	VERB
esrj-93320	130	25	by	by	ADP
esrj-93320	130	26	fortran	fortran	NOUN
esrj-93320	130	27	programming	programming	NOUN
esrj-93320	130	28	language	language	NOUN
esrj-93320	130	29	:	:	PUNCT
esrj-93320	130	30	step	step	NOUN
esrj-93320	130	31	1	1	NUM
esrj-93320	130	32	:	:	PUNCT
esrj-93320	130	33	set	set	VERB
esrj-93320	130	34	the	the	DET
esrj-93320	130	35	stability	stability	NOUN
esrj-93320	130	36	safety	safety	NOUN
esrj-93320	130	37	factor	factor	NOUN
esrj-93320	130	38	value	value	NOUN
esrj-93320	130	39	k	k	PROPN
esrj-93320	130	40	required	require	VERB
esrj-93320	130	41	by	by	ADP
esrj-93320	130	42	the	the	DET
esrj-93320	130	43	geotechnical	geotechnical	ADJ
esrj-93320	130	44	slope	slope	NOUN
esrj-93320	130	45	structure	structure	NOUN
esrj-93320	130	46	;	;	PUNCT
esrj-93320	130	47	step	step	NOUN
esrj-93320	130	48	2	2	NUM
esrj-93320	130	49	:	:	PUNCT
esrj-93320	130	50	according	accord	VERB
esrj-93320	130	51	to	to	ADP
esrj-93320	130	52	the	the	DET
esrj-93320	130	53	basic	basic	ADJ
esrj-93320	130	54	principle	principle	NOUN
esrj-93320	130	55	of	of	ADP
esrj-93320	130	56	the	the	DET
esrj-93320	130	57	finite	finite	PROPN
esrj-93320	130	58	element	element	NOUN
esrj-93320	130	59	strength	strength	NOUN
esrj-93320	130	60	reduction	reduction	NOUN
esrj-93320	130	61	method	method	NOUN
esrj-93320	130	62	,	,	PUNCT
esrj-93320	130	63	the	the	DET
esrj-93320	130	64	strength	strength	NOUN
esrj-93320	130	65	parameters	parameter	NOUN
esrj-93320	130	66	c	c	PROPN
esrj-93320	130	67	and	and	CCONJ
esrj-93320	130	68			PROPN
esrj-93320	130	69	of	of	ADP
esrj-93320	130	70	all	all	DET
esrj-93320	130	71	soils	soil	NOUN
esrj-93320	130	72	are	be	AUX
esrj-93320	130	73	reduced	reduce	VERB
esrj-93320	130	74	to	to	ADP
esrj-93320	130	75	the	the	DET
esrj-93320	130	76	soil	soil	NOUN
esrj-93320	130	77	parameters	parameter	NOUN
esrj-93320	130	78	c	c	NOUN
esrj-93320	130	79	'	'	PUNCT
esrj-93320	130	80	and	and	CCONJ
esrj-93320	130	81			PROPN
esrj-93320	130	82	'	'	PUNCT
esrj-93320	130	83	under	under	ADP
esrj-93320	130	84	the	the	DET
esrj-93320	130	85	condition	condition	NOUN
esrj-93320	130	86	of	of	ADP
esrj-93320	130	87	the	the	DET
esrj-93320	130	88	stability	stability	NOUN
esrj-93320	130	89	safety	safety	NOUN
esrj-93320	130	90	factor	factor	NOUN
esrj-93320	130	91	,	,	PUNCT
esrj-93320	130	92	and	and	CCONJ
esrj-93320	130	93	are	be	AUX
esrj-93320	130	94	substituted	substitute	VERB
esrj-93320	130	95	into	into	ADP
esrj-93320	130	96	the	the	DET
esrj-93320	130	97	load	load	NOUN
esrj-93320	130	98	calculation	calculation	NOUN
esrj-93320	130	99	formula	formula	NOUN
esrj-93320	130	100	;	;	PUNCT
esrj-93320	130	101	step	step	NOUN
esrj-93320	130	102	3	3	NUM
esrj-93320	130	103	:	:	PUNCT
esrj-93320	130	104	combine	combine	VERB
esrj-93320	130	105	the	the	DET
esrj-93320	130	106	equation	equation	NOUN
esrj-93320	130	107	and	and	CCONJ
esrj-93320	130	108	the	the	DET
esrj-93320	130	109	calculation	calculation	NOUN
esrj-93320	130	110	formula	formula	NOUN
esrj-93320	130	111	of	of	ADP
esrj-93320	130	112	reaction	reaction	NOUN
esrj-93320	130	113	fr	fr	INTJ
esrj-93320	130	114	at	at	ADP
esrj-93320	130	115	the	the	DET
esrj-93320	130	116	bottom	bottom	NOUN
esrj-93320	130	117	of	of	ADP
esrj-93320	130	118	slope	slope	NOUN
esrj-93320	130	119	to	to	PART
esrj-93320	130	120	find	find	VERB
esrj-93320	130	121	the	the	DET
esrj-93320	130	122	depth	depth	NOUN
esrj-93320	130	123	of	of	ADP
esrj-93320	130	124	rock	rock	NOUN
esrj-93320	130	125	and	and	CCONJ
esrj-93320	130	126	soil	soil	NOUN
esrj-93320	130	127	slope	slope	NOUN
esrj-93320	130	128	that	that	PRON
esrj-93320	130	129	meets	meet	VERB
esrj-93320	130	130	the	the	DET
esrj-93320	130	131	set	set	ADJ
esrj-93320	130	132	safety	safety	NOUN
esrj-93320	130	133	factor	factor	NOUN
esrj-93320	130	134	:	:	PUNCT
esrj-93320	130	135	a.	a.	NOUN
esrj-93320	130	136	let	let	VERB
esrj-93320	130	137	x0	x0	PROPN
esrj-93320	130	138	=	=	SYM
esrj-93320	130	139	0	0	NUM
esrj-93320	130	140	,	,	PUNCT
esrj-93320	130	141	solve	solve	VERB
esrj-93320	130	142	the	the	DET
esrj-93320	130	143	equation	equation	NOUN
esrj-93320	130	144	,	,	PUNCT
esrj-93320	130	145	and	and	CCONJ
esrj-93320	130	146	get	get	VERB
esrj-93320	130	147	the	the	DET
esrj-93320	130	148	initial	initial	ADJ
esrj-93320	130	149	value	value	NOUN
esrj-93320	130	150	t0	t0	PROPN
esrj-93320	130	151	of	of	ADP
esrj-93320	130	152	the	the	DET
esrj-93320	130	153	depth	depth	NOUN
esrj-93320	130	154	of	of	ADP
esrj-93320	130	155	the	the	DET
esrj-93320	130	156	slope	slope	NOUN
esrj-93320	130	157	.	.	PUNCT
esrj-93320	131	1	b.	b.	PROPN
esrj-93320	132	1	from	from	ADP
esrj-93320	132	2	(	(	PUNCT
esrj-93320	132	3	1	1	X
esrj-93320	132	4	)	)	PUNCT
esrj-93320	132	5	the	the	DET
esrj-93320	132	6	t0	t0	PROPN
esrj-93320	132	7	value	value	NOUN
esrj-93320	132	8	is	be	AUX
esrj-93320	132	9	used	use	VERB
esrj-93320	132	10	to	to	PART
esrj-93320	132	11	solve	solve	VERB
esrj-93320	132	12	all	all	DET
esrj-93320	132	13	the	the	DET
esrj-93320	132	14	load	load	NOUN
esrj-93320	132	15	values	value	NOUN
esrj-93320	132	16	,	,	PUNCT
esrj-93320	132	17	and	and	CCONJ
esrj-93320	132	18	the	the	DET
esrj-93320	132	19	equation	equation	NOUN
esrj-93320	132	20	is	be	AUX
esrj-93320	132	21	used	use	VERB
esrj-93320	132	22	to	to	PART
esrj-93320	132	23	get	get	VERB
esrj-93320	132	24	the	the	DET
esrj-93320	132	25	reaction	reaction	NOUN
esrj-93320	132	26	value	value	NOUN
esrj-93320	132	27	of	of	ADP
esrj-93320	132	28	rock	rock	NOUN
esrj-93320	132	29	soil	soil	NOUN
esrj-93320	132	30	slope	slope	NOUN
esrj-93320	132	31	;	;	PUNCT
esrj-93320	132	32	c.	c.	PROPN
esrj-93320	132	33	the	the	DET
esrj-93320	132	34	fr	fr	PROPN
esrj-93320	132	35	value	value	NOUN
esrj-93320	132	36	obtained	obtain	VERB
esrj-93320	132	37	from	from	ADP
esrj-93320	132	38	(	(	PUNCT
esrj-93320	132	39	2	2	NUM
esrj-93320	132	40	)	)	PUNCT
esrj-93320	132	41	is	be	AUX
esrj-93320	132	42	used	use	VERB
esrj-93320	132	43	to	to	PART
esrj-93320	132	44	calculate	calculate	VERB
esrj-93320	132	45	the	the	DET
esrj-93320	132	46	distance	distance	NOUN
esrj-93320	132	47	x	x	PUNCT
esrj-93320	132	48	between	between	ADP
esrj-93320	132	49	the	the	DET
esrj-93320	132	50	turning	turning	NOUN
esrj-93320	132	51	point	point	NOUN
esrj-93320	132	52	and	and	CCONJ
esrj-93320	132	53	the	the	DET
esrj-93320	132	54	centerline	centerline	NOUN
esrj-93320	132	55	by	by	ADP
esrj-93320	132	56	the	the	DET
esrj-93320	132	57	following	follow	VERB
esrj-93320	132	58	formula	formula	NOUN
esrj-93320	132	59	:	:	PUNCT
esrj-93320	133	1	f	f	PROPN
esrj-93320	133	2	c	c	NOUN
esrj-93320	133	3	l	l	PROPN
esrj-93320	133	4	d	d	X
esrj-93320	133	5	xr	xr	PROPN
esrj-93320	133	6	n=	n=	PROPN
esrj-93320	134	1	+	+	PROPN
esrj-93320	134	2	(	(	PUNCT
esrj-93320	134	3	)	)	PUNCT
esrj-93320	134	4	9	9	NUM
esrj-93320	134	5	2β	2β	NUM
esrj-93320	134	6	β	β	X
esrj-93320	134	7	(	(	PUNCT
esrj-93320	134	8	13	13	NUM
esrj-93320	134	9	)	)	PUNCT
esrj-93320	134	10	d.	d.	NOUN
esrj-93320	134	11	according	accord	VERB
esrj-93320	134	12	to	to	ADP
esrj-93320	134	13	the	the	DET
esrj-93320	134	14	relationship	relationship	NOUN
esrj-93320	134	15	between	between	ADP
esrj-93320	134	16	x	x	PROPN
esrj-93320	134	17	and	and	CCONJ
esrj-93320	134	18	x0	x0	PROPN
esrj-93320	134	19	,	,	PUNCT
esrj-93320	134	20	the	the	DET
esrj-93320	134	21	x0	x0	PROPN
esrj-93320	134	22	value	value	NOUN
esrj-93320	134	23	under	under	ADP
esrj-93320	134	24	the	the	DET
esrj-93320	134	25	condition	condition	NOUN
esrj-93320	134	26	of	of	ADP
esrj-93320	134	27	meeting	meeting	NOUN
esrj-93320	134	28	x	x	PUNCT
esrj-93320	134	29	obtained	obtain	VERB
esrj-93320	134	30	in	in	ADP
esrj-93320	134	31	(	(	PUNCT
esrj-93320	134	32	3	3	NUM
esrj-93320	134	33	)	)	PUNCT
esrj-93320	134	34	is	be	AUX
esrj-93320	134	35	obtained	obtain	VERB
esrj-93320	134	36	,	,	PUNCT
esrj-93320	134	37	which	which	PRON
esrj-93320	134	38	is	be	AUX
esrj-93320	134	39	:	:	PUNCT
esrj-93320	134	40	x	x	PUNCT
esrj-93320	135	1	d	d	PUNCT
esrj-93320	135	2	d	d	X
esrj-93320	135	3	x	x	X
esrj-93320	135	4	d	d	NOUN
esrj-93320	135	5	x	x	SYM
esrj-93320	135	6	0	0	NUM
esrj-93320	135	7	2	2	NUM
esrj-93320	135	8	2	2	NUM
esrj-93320	135	9	=	=	SYM
esrj-93320	135	10	−	−	PROPN
esrj-93320	136	1	+	+	NOUN
esrj-93320	136	2	(	(	PUNCT
esrj-93320	136	3	)	)	PUNCT
esrj-93320	136	4	=	=	SYM
esrj-93320	136	5	−	−	PROPN
esrj-93320	136	6	β	β	X
esrj-93320	136	7	β	β	X
esrj-93320	136	8	β	β	X
esrj-93320	136	9	(	(	PUNCT
esrj-93320	136	10	14	14	NUM
esrj-93320	136	11	)	)	PUNCT
esrj-93320	136	12	if	if	SCONJ
esrj-93320	136	13	|x'0−x0|	|x'0−x0|	PROPN
esrj-93320	136	14	<	<	X
esrj-93320	136	15			PROPN
esrj-93320	136	16	and	and	CCONJ
esrj-93320	136	17			PROPN
esrj-93320	136	18	are	be	AUX
esrj-93320	136	19	given	give	VERB
esrj-93320	136	20	accuracy	accuracy	NOUN
esrj-93320	136	21	requirements	requirement	NOUN
esrj-93320	136	22	,	,	PUNCT
esrj-93320	136	23	calculation	calculation	NOUN
esrj-93320	136	24	will	will	AUX
esrj-93320	136	25	be	be	AUX
esrj-93320	136	26	stopped	stop	VERB
esrj-93320	136	27	;	;	PUNCT
esrj-93320	136	28	otherwise	otherwise	ADV
esrj-93320	136	29	,	,	PUNCT
esrj-93320	136	30	continue	continue	VERB
esrj-93320	136	31	to	to	ADP
esrj-93320	136	32	the	the	DET
esrj-93320	136	33	next	next	ADJ
esrj-93320	136	34	step	step	NOUN
esrj-93320	136	35	.	.	PUNCT
esrj-93320	137	1	e.	e.	PROPN
esrj-93320	137	2	let	let	VERB
esrj-93320	137	3	x	x	PUNCT
esrj-93320	137	4	x	x	PUNCT
esrj-93320	137	5	x	x	SYM
esrj-93320	137	6	0	0	NUM
esrj-93320	137	7	0	0	NUM
esrj-93320	137	8	0	0	NUM
esrj-93320	137	9	2	2	NUM
esrj-93320	137	10	=	=	SYM
esrj-93320	137	11	−	−	PROPN
esrj-93320	137	12	,	,	PUNCT
esrj-93320	137	13	solve	solve	VERB
esrj-93320	137	14	the	the	DET
esrj-93320	137	15	equation	equation	NOUN
esrj-93320	137	16	,	,	PUNCT
esrj-93320	137	17	and	and	CCONJ
esrj-93320	137	18	obtain	obtain	VERB
esrj-93320	137	19	the	the	DET
esrj-93320	137	20	value	value	NOUN
esrj-93320	137	21	t0	t0	NOUN
esrj-93320	137	22	of	of	ADP
esrj-93320	137	23	the	the	DET
esrj-93320	137	24	depth	depth	NOUN
esrj-93320	137	25	of	of	ADP
esrj-93320	137	26	the	the	DET
esrj-93320	137	27	slope	slope	NOUN
esrj-93320	137	28	under	under	ADP
esrj-93320	137	29	this	this	DET
esrj-93320	137	30	condition	condition	NOUN
esrj-93320	137	31	.	.	PUNCT
esrj-93320	138	1	continue	continue	VERB
esrj-93320	138	2	(	(	PUNCT
esrj-93320	138	3	2	2	NUM
esrj-93320	138	4	)	)	PUNCT
esrj-93320	138	5	and	and	CCONJ
esrj-93320	138	6	the	the	DET
esrj-93320	138	7	following	follow	VERB
esrj-93320	138	8	steps	step	NOUN
esrj-93320	138	9	until	until	ADP
esrj-93320	138	10	the	the	DET
esrj-93320	138	11	end	end	NOUN
esrj-93320	138	12	of	of	ADP
esrj-93320	138	13	the	the	DET
esrj-93320	138	14	calculation	calculation	NOUN
esrj-93320	138	15	.	.	PUNCT
esrj-93320	139	1	at	at	ADP
esrj-93320	139	2	this	this	DET
esrj-93320	139	3	time	time	NOUN
esrj-93320	139	4	,	,	PUNCT
esrj-93320	139	5	the	the	DET
esrj-93320	139	6	calculated	calculated	ADJ
esrj-93320	139	7	t0	t0	PROPN
esrj-93320	139	8	is	be	AUX
esrj-93320	139	9	the	the	DET
esrj-93320	139	10	depth	depth	NOUN
esrj-93320	139	11	of	of	ADP
esrj-93320	139	12	the	the	DET
esrj-93320	139	13	rock	rock	NOUN
esrj-93320	139	14	slope	slope	NOUN
esrj-93320	139	15	to	to	PART
esrj-93320	139	16	meet	meet	VERB
esrj-93320	139	17	the	the	DET
esrj-93320	139	18	set	set	VERB
esrj-93320	139	19	stability	stability	NOUN
esrj-93320	139	20	safety	safety	NOUN
esrj-93320	139	21	factor	factor	NOUN
esrj-93320	139	22	value	value	NOUN
esrj-93320	139	23	,	,	PUNCT
esrj-93320	139	24	and	and	CCONJ
esrj-93320	139	25	x	x	X
esrj-93320	139	26	is	be	AUX
esrj-93320	139	27	the	the	DET
esrj-93320	139	28	distance	distance	NOUN
esrj-93320	139	29	between	between	ADP
esrj-93320	139	30	the	the	DET
esrj-93320	139	31	turning	turning	NOUN
esrj-93320	139	32	point	point	NOUN
esrj-93320	139	33	of	of	ADP
esrj-93320	139	34	the	the	DET
esrj-93320	139	35	rock	rock	NOUN
esrj-93320	139	36	slope	slope	NOUN
esrj-93320	139	37	and	and	CCONJ
esrj-93320	139	38	the	the	DET
esrj-93320	139	39	central	central	ADJ
esrj-93320	139	40	axis	axis	NOUN
esrj-93320	139	41	.	.	PUNCT
esrj-93320	140	1	analysis	analysis	NOUN
esrj-93320	140	2	of	of	ADP
esrj-93320	140	3	experimental	experimental	ADJ
esrj-93320	140	4	results	result	NOUN
esrj-93320	140	5	a.	a.	NOUN
esrj-93320	140	6	analysis	analysis	NOUN
esrj-93320	140	7	of	of	ADP
esrj-93320	140	8	the	the	DET
esrj-93320	140	9	characteristic	characteristic	ADJ
esrj-93320	140	10	values	value	NOUN
esrj-93320	140	11	of	of	ADP
esrj-93320	140	12	fuzzy	fuzzy	ADJ
esrj-93320	140	13	stress	stress	NOUN
esrj-93320	140	14	and	and	CCONJ
esrj-93320	140	15	fuzzy	fuzzy	ADJ
esrj-93320	140	16	displacement	displacement	NOUN
esrj-93320	140	17	at	at	ADP
esrj-93320	140	18	the	the	DET
esrj-93320	140	19	measuring	measure	VERB
esrj-93320	140	20	points	point	NOUN
esrj-93320	140	21	of	of	ADP
esrj-93320	140	22	geotechnical	geotechnical	ADJ
esrj-93320	140	23	slope	slope	NOUN
esrj-93320	140	24	figure	figure	NOUN
esrj-93320	140	25	7	7	NUM
esrj-93320	140	26	is	be	AUX
esrj-93320	140	27	a	a	DET
esrj-93320	140	28	schematic	schematic	ADJ
esrj-93320	140	29	diagram	diagram	NOUN
esrj-93320	140	30	of	of	ADP
esrj-93320	140	31	the	the	DET
esrj-93320	140	32	location	location	NOUN
esrj-93320	140	33	of	of	ADP
esrj-93320	140	34	geotechnical	geotechnical	ADJ
esrj-93320	140	35	survey	survey	NOUN
esrj-93320	140	36	points	point	NOUN
esrj-93320	140	37	.	.	PUNCT
esrj-93320	141	1	see	see	VERB
esrj-93320	141	2	table	table	NOUN
esrj-93320	141	3	4	4	NUM
esrj-93320	141	4	for	for	ADP
esrj-93320	141	5	the	the	DET
esrj-93320	141	6	characteristic	characteristic	ADJ
esrj-93320	141	7	value	value	NOUN
esrj-93320	141	8	of	of	ADP
esrj-93320	141	9	stress	stress	NOUN
esrj-93320	141	10	and	and	CCONJ
esrj-93320	141	11	displacement	displacement	NOUN
esrj-93320	141	12	at	at	ADP
esrj-93320	141	13	the	the	DET
esrj-93320	141	14	geotechnical	geotechnical	ADJ
esrj-93320	141	15	survey	survey	NOUN
esrj-93320	141	16	point	point	NOUN
esrj-93320	141	17	.	.	PUNCT
esrj-93320	142	1	figure	figure	NOUN
esrj-93320	142	2	7	7	NUM
esrj-93320	142	3	.	.	PUNCT
esrj-93320	143	1	location	location	NOUN
esrj-93320	143	2	of	of	ADP
esrj-93320	143	3	geotechnical	geotechnical	ADJ
esrj-93320	143	4	survey	survey	NOUN
esrj-93320	143	5	points	point	NOUN
esrj-93320	143	6	table	table	NOUN
esrj-93320	143	7	4	4	NUM
esrj-93320	143	8	.	.	PUNCT
esrj-93320	144	1	characteristic	characteristic	ADJ
esrj-93320	144	2	values	value	NOUN
esrj-93320	144	3	of	of	ADP
esrj-93320	144	4	stress	stress	NOUN
esrj-93320	144	5	and	and	CCONJ
esrj-93320	144	6	displacement	displacement	NOUN
esrj-93320	144	7	at	at	ADP
esrj-93320	144	8	measuring	measure	VERB
esrj-93320	144	9	points	point	NOUN
esrj-93320	144	10	of	of	ADP
esrj-93320	144	11	geotechnical	geotechnical	ADJ
esrj-93320	144	12	slope	slope	NOUN
esrj-93320	144	13	point	point	NOUN
esrj-93320	144	14	number	number	NOUN
esrj-93320	144	15	most	most	ADV
esrj-93320	144	16	probable	probable	ADJ
esrj-93320	144	17	value	value	NOUN
esrj-93320	144	18	minimum	minimum	NOUN
esrj-93320	144	19	value	value	NOUN
esrj-93320	144	20	maximum	maximum	ADJ
esrj-93320	144	21	value	value	NOUN
esrj-93320	144	22	p	p	X
esrj-93320	144	23	/	/	SYM
esrj-93320	144	24	l	l	NOUN
esrj-93320	144	25	h	h	NOUN
esrj-93320	144	26	/	/	SYM
esrj-93320	144	27	p	p	ADJ
esrj-93320	144	28	1	1	NUM
esrj-93320	144	29	horizontal	horizontal	ADJ
esrj-93320	144	30	displacement	displacement	NOUN
esrj-93320	144	31	/mm	/mm	PUNCT
esrj-93320	144	32	-0.55	-0.55	NUM
esrj-93320	144	33	-0.44	-0.44	NUM
esrj-93320	144	34	-0.78	-0.78	NUM
esrj-93320	144	35	1.26	1.26	NUM
esrj-93320	144	36	1.42	1.42	NUM
esrj-93320	144	37	vertical	vertical	ADJ
esrj-93320	144	38	displacement	displacement	NOUN
esrj-93320	144	39	/mm	/mm	PUNCT
esrj-93320	145	1	-0.42	-0.42	PROPN
esrj-93320	145	2	-0.34	-0.34	PROPN
esrj-93320	145	3	-0.76	-0.76	PROPN
esrj-93320	145	4	1.21	1.21	NUM
esrj-93320	145	5	1.84	1.84	NUM
esrj-93320	145	6	shear	shear	NOUN
esrj-93320	145	7	stress	stress	NOUN
esrj-93320	145	8	/	/	SYM
esrj-93320	145	9	kpa	kpa	PROPN
esrj-93320	145	10	-2.34	-2.34	NUM
esrj-93320	145	11	0.97	0.97	NUM
esrj-93320	145	12	-6.33	-6.33	NUM
esrj-93320	145	13	-2.41	-2.41	NUM
esrj-93320	145	14	2.71	2.71	NUM
esrj-93320	145	15	maximum	maximum	ADJ
esrj-93320	145	16	principal	principal	ADJ
esrj-93320	145	17	stress	stress	NOUN
esrj-93320	145	18	/kpa	/kpa	PUNCT
esrj-93320	146	1	14.71	14.71	NUM
esrj-93320	146	2	12.66	12.66	NUM
esrj-93320	146	3	66.73	66.73	NUM
esrj-93320	146	4	1.16	1.16	NUM
esrj-93320	146	5	4.53	4.53	NUM
esrj-93320	146	6	minimum	minimum	ADJ
esrj-93320	146	7	principal	principal	NOUN
esrj-93320	146	8	stress	stress	NOUN
esrj-93320	146	9	/	/	SYM
esrj-93320	146	10	kpa	kpa	PROPN
esrj-93320	146	11	-25.7	-25.7	PROPN
esrj-93320	146	12	-11.42	-11.42	PUNCT
esrj-93320	146	13	-84.89	-84.89	PROPN
esrj-93320	146	14	2.26	2.26	NUM
esrj-93320	146	15	3.29	3.29	NUM
esrj-93320	146	16	2	2	NUM
esrj-93320	146	17	horizontal	horizontal	ADJ
esrj-93320	146	18	displacement	displacement	NOUN
esrj-93320	146	19	/mm	/mm	PUNCT
esrj-93320	146	20	0.93	0.93	NUM
esrj-93320	146	21	0.91	0.91	NUM
esrj-93320	146	22	1.92	1.92	NUM
esrj-93320	146	23	1.02	1.02	NUM
esrj-93320	146	24	2.05	2.05	NUM
esrj-93320	146	25	vertical	vertical	ADJ
esrj-93320	146	26	displacement	displacement	NOUN
esrj-93320	146	27	/mm	/mm	PUNCT
esrj-93320	146	28	-2.39	-2.39	PROPN
esrj-93320	146	29	-2.19	-2.19	NOUN
esrj-93320	146	30	-4.32	-4.32	NUM
esrj-93320	146	31	1.09	1.09	NUM
esrj-93320	146	32	1.18	1.18	NUM
esrj-93320	146	33	shear	shear	NOUN
esrj-93320	146	34	stress	stress	NOUN
esrj-93320	146	35	/	/	SYM
esrj-93320	146	36	kpa	kpa	PROPN
esrj-93320	146	37	2.20	2.20	NUM
esrj-93320	146	38	1.44	1.44	NUM
esrj-93320	146	39	3.84	3.84	NUM
esrj-93320	146	40	1.53	1.53	NUM
esrj-93320	146	41	1.74	1.74	NUM
esrj-93320	146	42	maximum	maximum	ADJ
esrj-93320	146	43	principal	principal	ADJ
esrj-93320	146	44	stress	stress	NOUN
esrj-93320	146	45	/kpa	/kpa	PROPN
esrj-93320	146	46	13.30	13.30	NUM
esrj-93320	146	47	8.30	8.30	NUM
esrj-93320	146	48	42.99	42.99	NUM
esrj-93320	146	49	1.60	1.60	NUM
esrj-93320	146	50	3.23	3.23	NUM
esrj-93320	146	51	minimum	minimum	NOUN
esrj-93320	146	52	principal	principal	ADJ
esrj-93320	146	53	stress	stress	NOUN
esrj-93320	146	54	/	/	SYM
esrj-93320	146	55	kpa	kpa	PROPN
esrj-93320	146	56	-19.55	-19.55	PROPN
esrj-93320	146	57	-11.03	-11.03	PROPN
esrj-93320	146	58	-64.57	-64.57	PROPN
esrj-93320	146	59	1.77	1.77	NUM
esrj-93320	146	60	3.30	3.30	NUM
esrj-93320	146	61	3	3	NUM
esrj-93320	146	62	horizontal	horizontal	ADJ
esrj-93320	146	63	displacement	displacement	NOUN
esrj-93320	146	64	/mm	/mm	PUNCT
esrj-93320	146	65	0.85	0.85	NUM
esrj-93320	146	66	0.85	0.85	NUM
esrj-93320	146	67	1.80	1.80	NUM
esrj-93320	146	68	1.00	1.00	NUM
esrj-93320	146	69	2.11	2.11	NUM
esrj-93320	146	70	vertical	vertical	ADJ
esrj-93320	146	71	displacement	displacement	NOUN
esrj-93320	146	72	/mm	/mm	PUNCT
esrj-93320	146	73	-2.77	-2.77	NUM
esrj-93320	146	74	-2.55	-2.55	NUM
esrj-93320	146	75	-4.94	-4.94	NUM
esrj-93320	146	76	1.09	1.09	NUM
esrj-93320	146	77	1.78	1.78	NUM
esrj-93320	146	78	shear	shear	NOUN
esrj-93320	146	79	stress	stress	NOUN
esrj-93320	146	80	/	/	SYM
esrj-93320	146	81	kpa	kpa	PROPN
esrj-93320	146	82	-1.79	-1.79	PROPN
esrj-93320	146	83	-1.00	-1.00	NUM
esrj-93320	146	84	-3.96	-3.96	NUM
esrj-93320	146	85	1.79	1.79	NUM
esrj-93320	146	86	2.21	2.21	NUM
esrj-93320	146	87	maximum	maximum	ADJ
esrj-93320	146	88	principal	principal	ADJ
esrj-93320	146	89	stress	stress	NOUN
esrj-93320	146	90	/kpa	/kpa	PROPN
esrj-93320	147	1	10.63	10.63	NUM
esrj-93320	147	2	7.06	7.06	NUM
esrj-93320	147	3	32.42	32.42	NUM
esrj-93320	147	4	1.50	1.50	NUM
esrj-93320	147	5	3.05	3.05	NUM
esrj-93320	147	6	minimum	minimum	NOUN
esrj-93320	147	7	principal	principal	ADJ
esrj-93320	147	8	stress	stress	NOUN
esrj-93320	147	9	/	/	SYM
esrj-93320	147	10	kpa	kpa	PROPN
esrj-93320	148	1	-20.49	-20.49	PROPN
esrj-93320	149	1	-11.30	-11.30	PROPN
esrj-93320	150	1	-71.76	-71.76	PROPN
esrj-93320	151	1	1.81	1.81	NUM
esrj-93320	151	2	3.50	3.50	NUM
esrj-93320	151	3	4	4	NUM
esrj-93320	151	4	horizontal	horizontal	ADJ
esrj-93320	151	5	displacement	displacement	NOUN
esrj-93320	151	6	/mm	/mm	PUNCT
esrj-93320	151	7	1.89	1.89	NUM
esrj-93320	151	8	1.85	1.85	NUM
esrj-93320	151	9	3.94	3.94	NUM
esrj-93320	151	10	1.02	1.02	NUM
esrj-93320	151	11	2.08	2.08	NUM
esrj-93320	151	12	vertical	vertical	ADJ
esrj-93320	151	13	displacement	displacement	NOUN
esrj-93320	151	14	/mm	/mm	PUNCT
esrj-93320	151	15	-5.21	-5.21	NOUN
esrj-93320	151	16	-4.68	-4.68	NUM
esrj-93320	151	17	-9.42	-9.42	NUM
esrj-93320	151	18	1.07	1.07	NUM
esrj-93320	151	19	1.77	1.77	NUM
esrj-93320	151	20	shear	shear	NOUN
esrj-93320	151	21	stress	stress	NOUN
esrj-93320	151	22	/	/	SYM
esrj-93320	151	23	kpa	kpa	PROPN
esrj-93320	151	24	-16.28	-16.28	PROPN
esrj-93320	151	25	-14.14	-14.14	PROPN
esrj-93320	151	26	-37.89	-37.89	NUM
esrj-93320	151	27	1.15	1.15	NUM
esrj-93320	151	28	2.33	2.33	NUM
esrj-93320	151	29	maximum	maximum	ADJ
esrj-93320	151	30	principal	principal	ADJ
esrj-93320	151	31	stress	stress	NOUN
esrj-93320	151	32	/kpa	/kpa	PUNCT
esrj-93320	152	1	-11.41	-11.41	NOUN
esrj-93320	152	2	-6.24	-6.24	NUM
esrj-93320	152	3	-129.76	-129.76	PROPN
esrj-93320	153	1	1.83	1.83	NUM
esrj-93320	153	2	11.37	11.37	NUM
esrj-93320	153	3	minimum	minimum	ADJ
esrj-93320	153	4	principal	principal	NOUN
esrj-93320	153	5	stress	stress	NOUN
esrj-93320	153	6	/	/	SYM
esrj-93320	153	7	kpa	kpa	PROPN
esrj-93320	153	8	-58.68	-58.68	PROPN
esrj-93320	153	9	-51.73	-51.73	PROPN
esrj-93320	153	10	-336.01	-336.01	PROPN
esrj-93320	153	11	1.13	1.13	NUM
esrj-93320	153	12	5.73	5.73	NUM
esrj-93320	153	13	5	5	NUM
esrj-93320	153	14	horizontal	horizontal	ADJ
esrj-93320	153	15	displacement	displacement	NOUN
esrj-93320	153	16	/mm	/mm	PUNCT
esrj-93320	153	17	-0.78	-0.78	X
esrj-93320	153	18	-0.57	-0.57	X
esrj-93320	153	19	-1.17	-1.17	NUM
esrj-93320	153	20	1.37	1.37	NUM
esrj-93320	153	21	1.50	1.50	NUM
esrj-93320	153	22	vertical	vertical	ADJ
esrj-93320	153	23	displacement	displacement	NOUN
esrj-93320	153	24	/mm	/mm	PUNCT
esrj-93320	153	25	-2.36	-2.36	NOUN
esrj-93320	153	26	-2.19	-2.19	NOUN
esrj-93320	153	27	-4.14	-4.14	NUM
esrj-93320	153	28	1.08	1.08	NUM
esrj-93320	153	29	1.75	1.75	NUM
esrj-93320	153	30	shear	shear	NOUN
esrj-93320	153	31	stress	stress	NOUN
esrj-93320	153	32	/	/	SYM
esrj-93320	153	33	kpa	kpa	PROPN
esrj-93320	153	34	-8.18	-8.18	PUNCT
esrj-93320	153	35	-6.46	-6.46	PROPN
esrj-93320	153	36	-19.27	-19.27	PROPN
esrj-93320	153	37	1.27	1.27	NUM
esrj-93320	153	38	2.36	2.36	NUM
esrj-93320	153	39	maximum	maximum	ADJ
esrj-93320	153	40	principal	principal	ADJ
esrj-93320	153	41	stress	stress	NOUN
esrj-93320	153	42	/kpa	/kpa	PUNCT
esrj-93320	153	43	-28.34	-28.34	PROPN
esrj-93320	154	1	-12.92	-12.92	PUNCT
esrj-93320	154	2	-146.71	-146.71	PROPN
esrj-93320	154	3	2.19	2.19	NUM
esrj-93320	154	4	5.18	5.18	NUM
esrj-93320	154	5	minimum	minimum	NOUN
esrj-93320	154	6	principal	principal	NOUN
esrj-93320	154	7	stress	stress	NOUN
esrj-93320	154	8	/	/	SYM
esrj-93320	154	9	kpa	kpa	PROPN
esrj-93320	154	10	-52.18	-52.18	PROPN
esrj-93320	154	11	-30.43	-30.43	PROPN
esrj-93320	154	12	-240.683	-240.683	PROPN
esrj-93320	154	13	1.71	1.71	NUM
esrj-93320	154	14	4.61	4.61	NUM
esrj-93320	154	15	129fault	129fault	PROPN
esrj-93320	154	16	diagnosis	diagnosis	NOUN
esrj-93320	154	17	mechanism	mechanism	NOUN
esrj-93320	154	18	of	of	ADP
esrj-93320	154	19	gears	gear	NOUN
esrj-93320	154	20	and	and	CCONJ
esrj-93320	154	21	bearings	bearing	NOUN
esrj-93320	154	22	for	for	ADP
esrj-93320	154	23	coal	coal	NOUN
esrj-93320	154	24	mining	mining	NOUN
esrj-93320	154	25	equipment	equipment	NOUN
esrj-93320	154	26	in	in	ADP
esrj-93320	154	27	a	a	DET
esrj-93320	154	28	complex	complex	ADJ
esrj-93320	154	29	geological	geological	ADJ
esrj-93320	154	30	environment	environment	NOUN
esrj-93320	154	31	it	it	PRON
esrj-93320	154	32	can	can	AUX
esrj-93320	154	33	be	be	AUX
esrj-93320	154	34	seen	see	VERB
esrj-93320	154	35	from	from	ADP
esrj-93320	154	36	table	table	NOUN
esrj-93320	154	37	2	2	NUM
esrj-93320	154	38	that	that	SCONJ
esrj-93320	154	39	due	due	ADP
esrj-93320	154	40	to	to	ADP
esrj-93320	154	41	the	the	DET
esrj-93320	154	42	complexity	complexity	NOUN
esrj-93320	154	43	of	of	ADP
esrj-93320	154	44	the	the	DET
esrj-93320	154	45	geometric	geometric	ADJ
esrj-93320	154	46	boundary	boundary	NOUN
esrj-93320	154	47	of	of	ADP
esrj-93320	154	48	the	the	DET
esrj-93320	154	49	experimental	experimental	ADJ
esrj-93320	154	50	section	section	NOUN
esrj-93320	154	51	and	and	CCONJ
esrj-93320	154	52	the	the	DET
esrj-93320	154	53	fuzziness	fuzziness	NOUN
esrj-93320	154	54	of	of	ADP
esrj-93320	154	55	the	the	DET
esrj-93320	154	56	material	material	NOUN
esrj-93320	154	57	,	,	PUNCT
esrj-93320	154	58	the	the	DET
esrj-93320	154	59	distribution	distribution	NOUN
esrj-93320	154	60	state	state	NOUN
esrj-93320	154	61	of	of	ADP
esrj-93320	154	62	the	the	DET
esrj-93320	154	63	earth	earth	NOUN
esrj-93320	154	64	stress	stress	NOUN
esrj-93320	154	65	and	and	CCONJ
esrj-93320	154	66	displacement	displacement	NOUN
esrj-93320	154	67	of	of	ADP
esrj-93320	154	68	the	the	DET
esrj-93320	154	69	rock	rock	NOUN
esrj-93320	154	70	slope	slope	NOUN
esrj-93320	154	71	may	may	AUX
esrj-93320	154	72	change	change	VERB
esrj-93320	154	73	greatly	greatly	ADV
esrj-93320	154	74	.	.	PUNCT
esrj-93320	155	1	when	when	SCONJ
esrj-93320	155	2	the	the	DET
esrj-93320	155	3	fuzziness	fuzziness	NOUN
esrj-93320	155	4	of	of	ADP
esrj-93320	155	5	materials	material	NOUN
esrj-93320	155	6	is	be	AUX
esrj-93320	155	7	small	small	ADJ
esrj-93320	155	8	,	,	PUNCT
esrj-93320	155	9	that	that	ADV
esrj-93320	155	10	is	is	ADV
esrj-93320	155	11	,	,	PUNCT
esrj-93320	155	12	the	the	DET
esrj-93320	155	13	value	value	NOUN
esrj-93320	155	14	of	of	ADP
esrj-93320	155	15	mechanical	mechanical	ADJ
esrj-93320	155	16	parameters	parameter	NOUN
esrj-93320	155	17	of	of	ADP
esrj-93320	155	18	materials	material	NOUN
esrj-93320	155	19	is	be	AUX
esrj-93320	155	20	close	close	ADJ
esrj-93320	155	21	to	to	ADP
esrj-93320	155	22	the	the	DET
esrj-93320	155	23	most	most	ADV
esrj-93320	155	24	possible	possible	ADJ
esrj-93320	155	25	value	value	NOUN
esrj-93320	155	26	(	(	PUNCT
esrj-93320	155	27	mean	mean	NOUN
esrj-93320	155	28	value	value	NOUN
esrj-93320	155	29	)	)	PUNCT
esrj-93320	155	30	,	,	PUNCT
esrj-93320	155	31	and	and	CCONJ
esrj-93320	155	32	the	the	DET
esrj-93320	155	33	deviation	deviation	NOUN
esrj-93320	155	34	of	of	ADP
esrj-93320	155	35	calculation	calculation	NOUN
esrj-93320	155	36	results	result	NOUN
esrj-93320	155	37	is	be	AUX
esrj-93320	155	38	small	small	ADJ
esrj-93320	155	39	.	.	PUNCT
esrj-93320	156	1	when	when	SCONJ
esrj-93320	156	2	the	the	DET
esrj-93320	156	3	fuzziness	fuzziness	NOUN
esrj-93320	156	4	of	of	ADP
esrj-93320	156	5	materials	material	NOUN
esrj-93320	156	6	is	be	AUX
esrj-93320	156	7	large	large	ADJ
esrj-93320	156	8	,	,	PUNCT
esrj-93320	156	9	that	that	ADV
esrj-93320	156	10	is	is	ADV
esrj-93320	156	11	,	,	PUNCT
esrj-93320	156	12	the	the	DET
esrj-93320	156	13	value	value	NOUN
esrj-93320	156	14	of	of	ADP
esrj-93320	156	15	mechanical	mechanical	ADJ
esrj-93320	156	16	parameters	parameter	NOUN
esrj-93320	156	17	of	of	ADP
esrj-93320	156	18	materials	material	NOUN
esrj-93320	156	19	is	be	AUX
esrj-93320	156	20	far	far	ADV
esrj-93320	156	21	from	from	ADP
esrj-93320	156	22	the	the	DET
esrj-93320	156	23	most	most	ADV
esrj-93320	156	24	possible	possible	ADJ
esrj-93320	156	25	value	value	NOUN
esrj-93320	156	26	(	(	PUNCT
esrj-93320	156	27	mean	mean	NOUN
esrj-93320	156	28	value	value	NOUN
esrj-93320	156	29	)	)	PUNCT
esrj-93320	156	30	,	,	PUNCT
esrj-93320	156	31	and	and	CCONJ
esrj-93320	156	32	the	the	DET
esrj-93320	156	33	deviation	deviation	NOUN
esrj-93320	156	34	of	of	ADP
esrj-93320	156	35	calculation	calculation	NOUN
esrj-93320	156	36	results	result	NOUN
esrj-93320	156	37	is	be	AUX
esrj-93320	156	38	large	large	ADJ
esrj-93320	156	39	.	.	PUNCT
esrj-93320	157	1	the	the	DET
esrj-93320	157	2	ratio	ratio	NOUN
esrj-93320	157	3	of	of	ADP
esrj-93320	157	4	possible	possible	ADJ
esrj-93320	157	5	value	value	NOUN
esrj-93320	157	6	to	to	ADP
esrj-93320	157	7	minimum	minimum	NOUN
esrj-93320	157	8	value	value	NOUN
esrj-93320	157	9	(	(	PUNCT
esrj-93320	157	10	p	p	NOUN
esrj-93320	157	11	/	/	SYM
esrj-93320	157	12	l	l	NOUN
esrj-93320	157	13	)	)	PUNCT
esrj-93320	157	14	and	and	CCONJ
esrj-93320	157	15	the	the	DET
esrj-93320	157	16	ratio	ratio	NOUN
esrj-93320	157	17	of	of	ADP
esrj-93320	157	18	maximum	maximum	ADJ
esrj-93320	157	19	value	value	NOUN
esrj-93320	157	20	to	to	ADP
esrj-93320	157	21	possible	possible	ADJ
esrj-93320	157	22	value	value	NOUN
esrj-93320	157	23	(	(	PUNCT
esrj-93320	157	24	h	h	NOUN
esrj-93320	157	25	/	/	SYM
esrj-93320	157	26	p	p	NOUN
esrj-93320	157	27	)	)	PUNCT
esrj-93320	157	28	in	in	ADP
esrj-93320	157	29	table	table	NOUN
esrj-93320	157	30	2	2	NUM
esrj-93320	157	31	show	show	VERB
esrj-93320	157	32	this	this	DET
esrj-93320	157	33	one	one	NUM
esrj-93320	157	34	o’clock	o’clock	NOUN
esrj-93320	157	35	.	.	PUNCT
esrj-93320	157	36	table	table	NOUN
esrj-93320	157	37	2	2	NUM
esrj-93320	157	38	shows	show	VERB
esrj-93320	157	39	that	that	SCONJ
esrj-93320	157	40	the	the	DET
esrj-93320	157	41	deviation	deviation	NOUN
esrj-93320	157	42	of	of	ADP
esrj-93320	157	43	the	the	DET
esrj-93320	157	44	maximum	maximum	ADJ
esrj-93320	157	45	principal	principal	ADJ
esrj-93320	157	46	stress	stress	NOUN
esrj-93320	157	47	can	can	AUX
esrj-93320	157	48	reach	reach	VERB
esrj-93320	157	49	11.37	11.37	NUM
esrj-93320	157	50	times	time	NOUN
esrj-93320	157	51	.	.	PUNCT
esrj-93320	158	1	the	the	DET
esrj-93320	158	2	calculation	calculation	NOUN
esrj-93320	158	3	also	also	ADV
esrj-93320	158	4	shows	show	VERB
esrj-93320	158	5	that	that	SCONJ
esrj-93320	158	6	the	the	DET
esrj-93320	158	7	change	change	NOUN
esrj-93320	158	8	of	of	ADP
esrj-93320	158	9	the	the	DET
esrj-93320	158	10	position	position	NOUN
esrj-93320	158	11	shift	shift	NOUN
esrj-93320	158	12	of	of	ADP
esrj-93320	158	13	the	the	DET
esrj-93320	158	14	rock	rock	NOUN
esrj-93320	158	15	slope	slope	NOUN
esrj-93320	158	16	caused	cause	VERB
esrj-93320	158	17	by	by	ADP
esrj-93320	158	18	the	the	DET
esrj-93320	158	19	fuzziness	fuzziness	NOUN
esrj-93320	158	20	of	of	ADP
esrj-93320	158	21	the	the	DET
esrj-93320	158	22	rock	rock	NOUN
esrj-93320	158	23	slope	slope	NOUN
esrj-93320	158	24	material	material	NOUN
esrj-93320	158	25	is	be	AUX
esrj-93320	158	26	smaller	small	ADJ
esrj-93320	158	27	than	than	ADP
esrj-93320	158	28	the	the	DET
esrj-93320	158	29	change	change	NOUN
esrj-93320	158	30	of	of	ADP
esrj-93320	158	31	the	the	DET
esrj-93320	158	32	earth	earth	NOUN
esrj-93320	158	33	stress	stress	NOUN
esrj-93320	158	34	of	of	ADP
esrj-93320	158	35	the	the	DET
esrj-93320	158	36	rock	rock	NOUN
esrj-93320	158	37	slope	slope	NOUN
esrj-93320	158	38	.	.	PUNCT
esrj-93320	159	1	the	the	DET
esrj-93320	159	2	ratio	ratio	NOUN
esrj-93320	159	3	of	of	ADP
esrj-93320	159	4	the	the	DET
esrj-93320	159	5	maximum	maximum	NOUN
esrj-93320	159	6	to	to	ADP
esrj-93320	159	7	the	the	DET
esrj-93320	159	8	possible	possible	ADJ
esrj-93320	159	9	value	value	NOUN
esrj-93320	159	10	(	(	PUNCT
esrj-93320	159	11	h	h	NOUN
esrj-93320	159	12	/	/	SYM
esrj-93320	159	13	p	p	NOUN
esrj-93320	159	14	)	)	PUNCT
esrj-93320	159	15	is	be	AUX
esrj-93320	159	16	less	less	ADJ
esrj-93320	159	17	than	than	ADP
esrj-93320	159	18	2.0	2.0	NUM
esrj-93320	159	19	,	,	PUNCT
esrj-93320	159	20	and	and	CCONJ
esrj-93320	159	21	the	the	DET
esrj-93320	159	22	ratio	ratio	NOUN
esrj-93320	159	23	of	of	ADP
esrj-93320	159	24	the	the	DET
esrj-93320	159	25	maximum	maximum	NOUN
esrj-93320	159	26	to	to	ADP
esrj-93320	159	27	the	the	DET
esrj-93320	159	28	possible	possible	ADJ
esrj-93320	159	29	value	value	NOUN
esrj-93320	159	30	(	(	PUNCT
esrj-93320	159	31	h	h	NOUN
esrj-93320	159	32	/	/	SYM
esrj-93320	159	33	p	p	NOUN
esrj-93320	159	34	)	)	PUNCT
esrj-93320	159	35	is	be	AUX
esrj-93320	159	36	more	more	ADJ
esrj-93320	159	37	than	than	ADP
esrj-93320	159	38	2.0	2.0	NUM
esrj-93320	159	39	.	.	PUNCT
esrj-93320	160	1	it	it	PRON
esrj-93320	160	2	can	can	AUX
esrj-93320	160	3	be	be	AUX
esrj-93320	160	4	seen	see	VERB
esrj-93320	160	5	that	that	SCONJ
esrj-93320	160	6	the	the	DET
esrj-93320	160	7	fuzziness	fuzziness	NOUN
esrj-93320	160	8	of	of	ADP
esrj-93320	160	9	rock	rock	NOUN
esrj-93320	160	10	and	and	CCONJ
esrj-93320	160	11	soil	soil	NOUN
esrj-93320	160	12	slope	slope	NOUN
esrj-93320	160	13	material	material	NOUN
esrj-93320	160	14	has	have	VERB
esrj-93320	160	15	a	a	DET
esrj-93320	160	16	great	great	ADJ
esrj-93320	160	17	influence	influence	NOUN
esrj-93320	160	18	on	on	ADP
esrj-93320	160	19	the	the	DET
esrj-93320	160	20	stress	stress	NOUN
esrj-93320	160	21	estimation	estimation	NOUN
esrj-93320	160	22	of	of	ADP
esrj-93320	160	23	rock	rock	NOUN
esrj-93320	160	24	and	and	CCONJ
esrj-93320	160	25	soil	soil	NOUN
esrj-93320	160	26	slope	slope	NOUN
esrj-93320	160	27	.	.	PUNCT
esrj-93320	161	1	b.	b.	PROPN
esrj-93320	161	2	fuzzy	fuzzy	ADJ
esrj-93320	161	3	displacement	displacement	ADJ
esrj-93320	161	4	analysis	analysis	NOUN
esrj-93320	161	5	of	of	ADP
esrj-93320	161	6	excavated	excavate	VERB
esrj-93320	161	7	slope	slope	NOUN
esrj-93320	161	8	figure	figure	NOUN
esrj-93320	161	9	8	8	NUM
esrj-93320	161	10	-	-	SYM
esrj-93320	161	11	11	11	NUM
esrj-93320	161	12	shows	show	VERB
esrj-93320	161	13	the	the	DET
esrj-93320	161	14	contour	contour	NOUN
esrj-93320	161	15	map	map	NOUN
esrj-93320	161	16	for	for	ADP
esrj-93320	161	17	calculating	calculate	VERB
esrj-93320	161	18	the	the	DET
esrj-93320	161	19	displacement	displacement	NOUN
esrj-93320	161	20	of	of	ADP
esrj-93320	161	21	rock	rock	NOUN
esrj-93320	161	22	slope	slope	NOUN
esrj-93320	161	23	.	.	PUNCT
esrj-93320	162	1	due	due	ADP
esrj-93320	162	2	to	to	ADP
esrj-93320	162	3	the	the	DET
esrj-93320	162	4	high	high	ADJ
esrj-93320	162	5	level	level	NOUN
esrj-93320	162	6	of	of	ADP
esrj-93320	162	7	membership	membership	NOUN
esrj-93320	162	8	(	(	PUNCT
esrj-93320	162	9	0.8	0.8	NUM
esrj-93320	162	10	,	,	PUNCT
esrj-93320	162	11	0.9	0.9	NUM
esrj-93320	162	12	,	,	PUNCT
esrj-93320	162	13	1.0	1.0	NUM
esrj-93320	162	14	)	)	PUNCT
esrj-93320	162	15	,	,	PUNCT
esrj-93320	162	16	it	it	PRON
esrj-93320	162	17	can	can	AUX
esrj-93320	162	18	be	be	AUX
esrj-93320	162	19	found	find	VERB
esrj-93320	162	20	that	that	SCONJ
esrj-93320	162	21	the	the	DET
esrj-93320	162	22	distribution	distribution	NOUN
esrj-93320	162	23	of	of	ADP
esrj-93320	162	24	horizontal	horizontal	ADJ
esrj-93320	162	25	displacement	displacement	NOUN
esrj-93320	162	26	and	and	CCONJ
esrj-93320	162	27	vertical	vertical	ADJ
esrj-93320	162	28	displacement	displacement	NOUN
esrj-93320	162	29	are	be	AUX
esrj-93320	162	30	basically	basically	ADV
esrj-93320	162	31	the	the	DET
esrj-93320	162	32	same	same	ADJ
esrj-93320	162	33	under	under	ADP
esrj-93320	162	34	the	the	DET
esrj-93320	162	35	condition	condition	NOUN
esrj-93320	162	36	of	of	ADP
esrj-93320	162	37	excavation	excavation	NOUN
esrj-93320	162	38	and	and	CCONJ
esrj-93320	162	39	unloading	unloading	NOUN
esrj-93320	162	40	.	.	PUNCT
esrj-93320	163	1	the	the	DET
esrj-93320	163	2	horizontal	horizontal	ADJ
esrj-93320	163	3	displacement	displacement	NOUN
esrj-93320	163	4	of	of	ADP
esrj-93320	163	5	the	the	DET
esrj-93320	163	6	slope	slope	NOUN
esrj-93320	163	7	shows	show	VERB
esrj-93320	163	8	an	an	DET
esrj-93320	163	9	inward	inward	ADJ
esrj-93320	163	10	movement	movement	NOUN
esrj-93320	163	11	above	above	ADP
esrj-93320	163	12	320	320	NUM
esrj-93320	163	13	m	m	NOUN
esrj-93320	163	14	and	and	CCONJ
esrj-93320	163	15	an	an	DET
esrj-93320	163	16	outward	outward	ADJ
esrj-93320	163	17	movement	movement	NOUN
esrj-93320	163	18	below	below	ADP
esrj-93320	163	19	320	320	NUM
esrj-93320	163	20	m.	m.	NOUN
esrj-93320	163	21	the	the	DET
esrj-93320	163	22	displacement	displacement	ADJ
esrj-93320	163	23	model	model	NOUN
esrj-93320	163	24	of	of	ADP
esrj-93320	163	25	rock	rock	NOUN
esrj-93320	163	26	slope	slope	NOUN
esrj-93320	163	27	is	be	AUX
esrj-93320	163	28	suitable	suitable	ADJ
esrj-93320	163	29	for	for	ADP
esrj-93320	163	30	the	the	DET
esrj-93320	163	31	material	material	NOUN
esrj-93320	163	32	composition	composition	NOUN
esrj-93320	163	33	of	of	ADP
esrj-93320	163	34	rock	rock	NOUN
esrj-93320	163	35	mass	mass	NOUN
esrj-93320	163	36	and	and	CCONJ
esrj-93320	163	37	the	the	DET
esrj-93320	163	38	geometric	geometric	ADJ
esrj-93320	163	39	properties	property	NOUN
esrj-93320	163	40	of	of	ADP
esrj-93320	163	41	material	material	NOUN
esrj-93320	163	42	interface	interface	NOUN
esrj-93320	163	43	.	.	PUNCT
esrj-93320	164	1	due	due	ADP
esrj-93320	164	2	to	to	ADP
esrj-93320	164	3	the	the	DET
esrj-93320	164	4	formation	formation	NOUN
esrj-93320	164	5	of	of	ADP
esrj-93320	164	6	the	the	DET
esrj-93320	164	7	free	free	ADJ
esrj-93320	164	8	surface	surface	NOUN
esrj-93320	164	9	at	at	ADP
esrj-93320	164	10	the	the	DET
esrj-93320	164	11	foot	foot	NOUN
esrj-93320	164	12	of	of	ADP
esrj-93320	164	13	the	the	DET
esrj-93320	164	14	slope	slope	NOUN
esrj-93320	164	15	,	,	PUNCT
esrj-93320	164	16	the	the	DET
esrj-93320	164	17	downward	downward	ADJ
esrj-93320	164	18	vertical	vertical	ADJ
esrj-93320	164	19	displacement	displacement	NOUN
esrj-93320	164	20	occurs	occur	VERB
esrj-93320	164	21	after	after	ADP
esrj-93320	164	22	unloading	unload	VERB
esrj-93320	164	23	.	.	PUNCT
esrj-93320	165	1	the	the	DET
esrj-93320	165	2	displacement	displacement	NOUN
esrj-93320	165	3	of	of	ADP
esrj-93320	165	4	rock	rock	NOUN
esrj-93320	165	5	and	and	CCONJ
esrj-93320	165	6	soil	soil	NOUN
esrj-93320	165	7	slope	slope	NOUN
esrj-93320	165	8	caused	cause	VERB
esrj-93320	165	9	by	by	ADP
esrj-93320	165	10	excavation	excavation	NOUN
esrj-93320	165	11	and	and	CCONJ
esrj-93320	165	12	unloading	unloading	NOUN
esrj-93320	165	13	is	be	AUX
esrj-93320	165	14	small	small	ADJ
esrj-93320	165	15	,	,	PUNCT
esrj-93320	165	16	and	and	CCONJ
esrj-93320	165	17	its	its	PRON
esrj-93320	165	18	magnitude	magnitude	NOUN
esrj-93320	165	19	is	be	AUX
esrj-93320	165	20	millimeter	millimeter	NOUN
esrj-93320	165	21	.	.	PUNCT
esrj-93320	166	1	the	the	DET
esrj-93320	166	2	maximum	maximum	ADJ
esrj-93320	166	3	value	value	NOUN
esrj-93320	166	4	of	of	ADP
esrj-93320	166	5	vertical	vertical	ADJ
esrj-93320	166	6	displacement	displacement	NOUN
esrj-93320	166	7	under	under	ADP
esrj-93320	166	8	different	different	ADJ
esrj-93320	166	9	membership	membership	NOUN
esrj-93320	166	10	levels	level	NOUN
esrj-93320	166	11	appears	appear	VERB
esrj-93320	166	12	at	at	ADP
esrj-93320	166	13	the	the	DET
esrj-93320	166	14	top	top	NOUN
esrj-93320	166	15	of	of	ADP
esrj-93320	166	16	the	the	DET
esrj-93320	166	17	slope	slope	NOUN
esrj-93320	166	18	,	,	PUNCT
esrj-93320	166	19	and	and	CCONJ
esrj-93320	166	20	the	the	DET
esrj-93320	166	21	value	value	NOUN
esrj-93320	166	22	of	of	ADP
esrj-93320	166	23	vertical	vertical	ADJ
esrj-93320	166	24	displacement	displacement	NOUN
esrj-93320	166	25	gradually	gradually	ADV
esrj-93320	166	26	decreases	decrease	VERB
esrj-93320	166	27	from	from	ADP
esrj-93320	166	28	top	top	NOUN
esrj-93320	166	29	to	to	ADP
esrj-93320	166	30	bottom	bottom	NOUN
esrj-93320	166	31	.	.	PUNCT
esrj-93320	167	1	the	the	DET
esrj-93320	167	2	maximum	maximum	ADJ
esrj-93320	167	3	value	value	NOUN
esrj-93320	167	4	of	of	ADP
esrj-93320	167	5	horizontal	horizontal	ADJ
esrj-93320	167	6	displacement	displacement	NOUN
esrj-93320	167	7	under	under	ADP
esrj-93320	167	8	different	different	ADJ
esrj-93320	167	9	levels	level	NOUN
esrj-93320	167	10	of	of	ADP
esrj-93320	167	11	subordination	subordination	NOUN
esrj-93320	167	12	degree	degree	NOUN
esrj-93320	167	13	generally	generally	ADV
esrj-93320	167	14	appears	appear	VERB
esrj-93320	167	15	on	on	ADP
esrj-93320	167	16	the	the	DET
esrj-93320	167	17	rock	rock	NOUN
esrj-93320	167	18	slope	slope	NOUN
esrj-93320	167	19	excavated	excavate	VERB
esrj-93320	167	20	at	at	ADP
esrj-93320	167	21	the	the	DET
esrj-93320	167	22	elevation	elevation	NOUN
esrj-93320	167	23	of	of	ADP
esrj-93320	167	24	450	450	NUM
esrj-93320	167	25	m.	m.	NOUN
esrj-93320	167	26	conclusions	conclusion	NOUN
esrj-93320	167	27	in	in	ADP
esrj-93320	167	28	this	this	DET
esrj-93320	167	29	paper	paper	NOUN
esrj-93320	167	30	,	,	PUNCT
esrj-93320	167	31	based	base	VERB
esrj-93320	167	32	on	on	ADP
esrj-93320	167	33	fuzzy	fuzzy	ADJ
esrj-93320	167	34	statistics	statistic	NOUN
esrj-93320	167	35	,	,	PUNCT
esrj-93320	167	36	the	the	DET
esrj-93320	167	37	finite	finite	ADJ
esrj-93320	167	38	element	element	NOUN
esrj-93320	167	39	analysis	analysis	NOUN
esrj-93320	167	40	method	method	NOUN
esrj-93320	167	41	of	of	ADP
esrj-93320	167	42	rock	rock	NOUN
esrj-93320	167	43	and	and	CCONJ
esrj-93320	167	44	soil	soil	NOUN
esrj-93320	167	45	slope	slope	NOUN
esrj-93320	167	46	stability	stability	NOUN
esrj-93320	167	47	is	be	AUX
esrj-93320	167	48	proposed	propose	VERB
esrj-93320	167	49	.	.	PUNCT
esrj-93320	168	1	the	the	DET
esrj-93320	168	2	two	two	NUM
esrj-93320	168	3	-	-	PUNCT
esrj-93320	168	4	dimensional	dimensional	ADJ
esrj-93320	168	5	finite	finite	ADJ
esrj-93320	168	6	element	element	NOUN
esrj-93320	168	7	analysis	analysis	NOUN
esrj-93320	168	8	method	method	NOUN
esrj-93320	168	9	of	of	ADP
esrj-93320	168	10	rock	rock	NOUN
esrj-93320	168	11	slope	slope	NOUN
esrj-93320	168	12	stability	stability	NOUN
esrj-93320	168	13	is	be	AUX
esrj-93320	168	14	established	establish	VERB
esrj-93320	168	15	by	by	ADP
esrj-93320	168	16	introducing	introduce	VERB
esrj-93320	168	17	the	the	DET
esrj-93320	168	18	fuzzy	fuzzy	ADJ
esrj-93320	168	19	statistical	statistical	ADJ
esrj-93320	168	20	method	method	NOUN
esrj-93320	168	21	.	.	PUNCT
esrj-93320	169	1	based	base	VERB
esrj-93320	169	2	on	on	ADP
esrj-93320	169	3	the	the	DET
esrj-93320	169	4	principle	principle	NOUN
esrj-93320	169	5	of	of	ADP
esrj-93320	169	6	quasi	quasi	ADJ
esrj-93320	169	7	-	-	ADJ
esrj-93320	169	8	static	static	ADJ
esrj-93320	169	9	method	method	NOUN
esrj-93320	169	10	and	and	CCONJ
esrj-93320	169	11	with	with	ADP
esrj-93320	169	12	the	the	DET
esrj-93320	169	13	help	help	NOUN
esrj-93320	169	14	of	of	ADP
esrj-93320	169	15	the	the	DET
esrj-93320	169	16	finite	finite	PROPN
esrj-93320	169	17	element	element	PROPN
esrj-93320	169	18	software	software	NOUN
esrj-93320	169	19	comsol	comsol	PROPN
esrj-93320	169	20	multiphysics	multiphysic	NOUN
esrj-93320	169	21	,	,	PUNCT
esrj-93320	169	22	the	the	DET
esrj-93320	169	23	stability	stability	NOUN
esrj-93320	169	24	of	of	ADP
esrj-93320	169	25	rock	rock	NOUN
esrj-93320	169	26	and	and	CCONJ
esrj-93320	169	27	soil	soil	NOUN
esrj-93320	169	28	slope	slope	NOUN
esrj-93320	169	29	of	of	ADP
esrj-93320	169	30	gravel	gravel	NOUN
esrj-93320	169	31	soil	soil	NOUN
esrj-93320	169	32	accumulation	accumulation	NOUN
esrj-93320	169	33	under	under	ADP
esrj-93320	169	34	different	different	ADJ
esrj-93320	169	35	seismic	seismic	ADJ
esrj-93320	169	36	acceleration	acceleration	NOUN
esrj-93320	169	37	is	be	AUX
esrj-93320	169	38	studied	study	VERB
esrj-93320	169	39	.	.	PUNCT
esrj-93320	170	1	by	by	ADP
esrj-93320	170	2	analyzing	analyze	VERB
esrj-93320	170	3	the	the	DET
esrj-93320	170	4	displacement	displacement	NOUN
esrj-93320	170	5	,	,	PUNCT
esrj-93320	170	6	plastic	plastic	NOUN
esrj-93320	170	7	zone	zone	NOUN
esrj-93320	170	8	and	and	CCONJ
esrj-93320	170	9	safety	safety	NOUN
esrj-93320	170	10	factor	factor	NOUN
esrj-93320	170	11	of	of	ADP
esrj-93320	170	12	the	the	DET
esrj-93320	170	13	rock	rock	NOUN
esrj-93320	170	14	soil	soil	NOUN
esrj-93320	170	15	slope	slope	NOUN
esrj-93320	170	16	,	,	PUNCT
esrj-93320	170	17	the	the	DET
esrj-93320	170	18	stability	stability	NOUN
esrj-93320	170	19	of	of	ADP
esrj-93320	170	20	the	the	DET
esrj-93320	170	21	rock	rock	NOUN
esrj-93320	170	22	soil	soil	NOUN
esrj-93320	170	23	slope	slope	NOUN
esrj-93320	170	24	is	be	AUX
esrj-93320	170	25	analyzed	analyze	VERB
esrj-93320	170	26	.	.	PUNCT
esrj-93320	171	1	the	the	DET
esrj-93320	171	2	research	research	NOUN
esrj-93320	171	3	results	result	NOUN
esrj-93320	171	4	show	show	VERB
esrj-93320	171	5	that	that	SCONJ
esrj-93320	171	6	the	the	DET
esrj-93320	171	7	fuzziness	fuzziness	NOUN
esrj-93320	171	8	of	of	ADP
esrj-93320	171	9	mechanical	mechanical	ADJ
esrj-93320	171	10	parameters	parameter	NOUN
esrj-93320	171	11	of	of	ADP
esrj-93320	171	12	rock	rock	NOUN
esrj-93320	171	13	and	and	CCONJ
esrj-93320	171	14	soil	soil	NOUN
esrj-93320	171	15	slope	slope	NOUN
esrj-93320	171	16	will	will	AUX
esrj-93320	171	17	lead	lead	VERB
esrj-93320	171	18	to	to	ADP
esrj-93320	171	19	the	the	DET
esrj-93320	171	20	fuzziness	fuzziness	NOUN
esrj-93320	171	21	of	of	ADP
esrj-93320	171	22	position	position	NOUN
esrj-93320	171	23	displacement	displacement	NOUN
esrj-93320	171	24	and	and	CCONJ
esrj-93320	171	25	stress	stress	NOUN
esrj-93320	171	26	analysis	analysis	NOUN
esrj-93320	171	27	results	result	NOUN
esrj-93320	171	28	of	of	ADP
esrj-93320	171	29	rock	rock	NOUN
esrj-93320	171	30	and	and	CCONJ
esrj-93320	171	31	soil	soil	NOUN
esrj-93320	171	32	slope	slope	NOUN
esrj-93320	171	33	,	,	PUNCT
esrj-93320	171	34	and	and	CCONJ
esrj-93320	171	35	the	the	DET
esrj-93320	171	36	analysis	analysis	NOUN
esrj-93320	171	37	of	of	ADP
esrj-93320	171	38	rock	rock	NOUN
esrj-93320	171	39	and	and	CCONJ
esrj-93320	171	40	soil	soil	NOUN
esrj-93320	171	41	slope	slope	NOUN
esrj-93320	171	42	with	with	ADP
esrj-93320	171	43	the	the	DET
esrj-93320	171	44	method	method	NOUN
esrj-93320	171	45	of	of	ADP
esrj-93320	171	46	fuzzy	fuzzy	ADJ
esrj-93320	171	47	finite	finite	PROPN
esrj-93320	171	48	element	element	NOUN
esrj-93320	171	49	analysis	analysis	NOUN
esrj-93320	171	50	can	can	AUX
esrj-93320	171	51	increase	increase	VERB
esrj-93320	171	52	the	the	DET
esrj-93320	171	53	comprehensive	comprehensive	ADJ
esrj-93320	171	54	understanding	understanding	NOUN
esrj-93320	171	55	of	of	ADP
esrj-93320	171	56	position	position	NOUN
esrj-93320	171	57	displacement	displacement	NOUN
esrj-93320	171	58	,	,	PUNCT
esrj-93320	171	59	stress	stress	NOUN
esrj-93320	171	60	and	and	CCONJ
esrj-93320	171	61	safety	safety	NOUN
esrj-93320	171	62	of	of	ADP
esrj-93320	171	63	rock	rock	NOUN
esrj-93320	171	64	and	and	CCONJ
esrj-93320	171	65	soil	soil	NOUN
esrj-93320	171	66	slope	slope	NOUN
esrj-93320	171	67	by	by	ADP
esrj-93320	171	68	engineers	engineer	NOUN
esrj-93320	171	69	and	and	CCONJ
esrj-93320	171	70	technicians	technician	NOUN
esrj-93320	171	71	,	,	PUNCT
esrj-93320	171	72	and	and	CCONJ
esrj-93320	171	73	reduce	reduce	VERB
esrj-93320	171	74	the	the	DET
esrj-93320	171	75	stability	stability	NOUN
esrj-93320	171	76	evaluation	evaluation	NOUN
esrj-93320	171	77	of	of	ADP
esrj-93320	171	78	rock	rock	NOUN
esrj-93320	171	79	and	and	CCONJ
esrj-93320	171	80	soil	soil	NOUN
esrj-93320	171	81	slope	slope	NOUN
esrj-93320	171	82	caused	cause	VERB
esrj-93320	171	83	by	by	ADP
esrj-93320	171	84	the	the	DET
esrj-93320	171	85	fuzziness	fuzziness	NOUN
esrj-93320	171	86	of	of	ADP
esrj-93320	171	87	calculation	calculation	NOUN
esrj-93320	171	88	parameters	parameter	NOUN
esrj-93320	171	89	price	price	NOUN
esrj-93320	171	90	risk	risk	NOUN
esrj-93320	171	91	.	.	PUNCT
esrj-93320	172	1	figure	figure	NOUN
esrj-93320	172	2	8	8	NUM
esrj-93320	172	3	.	.	PUNCT
esrj-93320	173	1	upper	upper	ADJ
esrj-93320	173	2	limit	limit	NOUN
esrj-93320	173	3	of	of	ADP
esrj-93320	173	4	horizontal	horizontal	ADJ
esrj-93320	173	5	displacement	displacement	NOUN
esrj-93320	173	6	of	of	ADP
esrj-93320	173	7	geotechnical	geotechnical	ADJ
esrj-93320	173	8	slope	slope	NOUN
esrj-93320	173	9	profile	profile	NOUN
esrj-93320	173	10	4	4	NUM
esrj-93320	173	11	(	(	PUNCT
esrj-93320	173	12	μ	μ	NOUN
esrj-93320	173	13	=	=	NOUN
esrj-93320	173	14	0.8	0.8	NUM
esrj-93320	173	15	)	)	PUNCT
esrj-93320	173	16	figure	figure	NOUN
esrj-93320	173	17	9	9	NUM
esrj-93320	173	18	.	.	PUNCT
esrj-93320	174	1	lower	low	ADJ
esrj-93320	174	2	limit	limit	NOUN
esrj-93320	174	3	of	of	ADP
esrj-93320	174	4	horizontal	horizontal	ADJ
esrj-93320	174	5	displacement	displacement	NOUN
esrj-93320	174	6	of	of	ADP
esrj-93320	174	7	geotechnical	geotechnical	ADJ
esrj-93320	174	8	slope	slope	NOUN
esrj-93320	174	9	profile	profile	NOUN
esrj-93320	174	10	4	4	NUM
esrj-93320	174	11	(	(	PUNCT
esrj-93320	174	12	μ	μ	NOUN
esrj-93320	174	13	=	=	NOUN
esrj-93320	174	14	0.8	0.8	NUM
esrj-93320	174	15	)	)	PUNCT
esrj-93320	174	16	figure	figure	NOUN
esrj-93320	174	17	10	10	NUM
esrj-93320	174	18	.	.	PUNCT
esrj-93320	175	1	lower	low	ADJ
esrj-93320	175	2	limit	limit	NOUN
esrj-93320	175	3	of	of	ADP
esrj-93320	175	4	vertical	vertical	ADJ
esrj-93320	175	5	displacement	displacement	NOUN
esrj-93320	175	6	of	of	ADP
esrj-93320	175	7	geotechnical	geotechnical	ADJ
esrj-93320	175	8	slope	slope	NOUN
esrj-93320	175	9	profile	profile	NOUN
esrj-93320	175	10	4	4	NUM
esrj-93320	175	11	(	(	PUNCT
esrj-93320	175	12	μ	μ	NOUN
esrj-93320	175	13	=	=	NOUN
esrj-93320	175	14	0.8	0.8	NUM
esrj-93320	175	15	)	)	PUNCT
esrj-93320	175	16	figure	figure	NOUN
esrj-93320	175	17	11	11	NUM
esrj-93320	175	18	.	.	PUNCT
esrj-93320	176	1	lower	low	ADJ
esrj-93320	176	2	limit	limit	NOUN
esrj-93320	176	3	of	of	ADP
esrj-93320	176	4	vertical	vertical	ADJ
esrj-93320	176	5	displacement	displacement	NOUN
esrj-93320	176	6	of	of	ADP
esrj-93320	176	7	geotechnical	geotechnical	ADJ
esrj-93320	176	8	slope	slope	NOUN
esrj-93320	176	9	profile4	profile4	NOUN
esrj-93320	177	1	(	(	PUNCT
esrj-93320	177	2	μ	μ	NOUN
esrj-93320	177	3	=	=	NOUN
esrj-93320	177	4	0.8	0.8	NUM
esrj-93320	177	5	)	)	PUNCT
esrj-93320	177	6	130	130	NUM
esrj-93320	177	7	zhongjie	zhongjie	PROPN
esrj-93320	177	8	wang	wang	PROPN
esrj-93320	177	9	,	,	PUNCT
esrj-93320	177	10	min	min	PROPN
esrj-93320	177	11	lin	lin	PROPN
esrj-93320	177	12	references	reference	NOUN
esrj-93320	177	13	bouida	bouida	PROPN
esrj-93320	177	14	,	,	PUNCT
esrj-93320	177	15	n.	n.	PROPN
esrj-93320	177	16	,	,	PUNCT
esrj-93320	177	17	bouchikhi	bouchikhi	PROPN
esrj-93320	177	18	,	,	PUNCT
esrj-93320	177	19	a.	a.	PROPN
esrj-93320	177	20	s.	s.	PROPN
esrj-93320	177	21	,	,	PUNCT
esrj-93320	177	22	megueni	megueni	PROPN
esrj-93320	177	23	,	,	PUNCT
esrj-93320	177	24	a.	a.	NOUN
esrj-93320	177	25	,	,	PUNCT
esrj-93320	177	26	&	&	CCONJ
esrj-93320	177	27	gouasmi	gouasmi	PROPN
esrj-93320	177	28	,	,	PUNCT
esrj-93320	177	29	s.	s.	PROPN
esrj-93320	177	30	(	(	PUNCT
esrj-93320	177	31	2018	2018	NUM
esrj-93320	177	32	)	)	PUNCT
esrj-93320	177	33	.	.	PUNCT
esrj-93320	178	1	a	a	DET
esrj-93320	178	2	finite	finite	ADJ
esrj-93320	178	3	element	element	NOUN
esrj-93320	178	4	analysis	analysis	NOUN
esrj-93320	178	5	for	for	ADP
esrj-93320	178	6	evaluation	evaluation	NOUN
esrj-93320	178	7	of	of	ADP
esrj-93320	178	8	j	j	NOUN
esrj-93320	178	9	-	-	ADJ
esrj-93320	178	10	integral	integral	ADJ
esrj-93320	178	11	in	in	ADP
esrj-93320	178	12	plates	plate	NOUN
esrj-93320	178	13	made	make	VERB
esrj-93320	178	14	of	of	ADP
esrj-93320	178	15	functionally	functionally	ADV
esrj-93320	178	16	graded	grade	VERB
esrj-93320	178	17	materials	material	NOUN
esrj-93320	178	18	with	with	ADP
esrj-93320	178	19	a	a	DET
esrj-93320	178	20	semicircular	semicircular	ADJ
esrj-93320	178	21	notch	notch	NOUN
esrj-93320	178	22	.	.	PUNCT
esrj-93320	179	1	journal	journal	NOUN
esrj-93320	179	2	of	of	ADP
esrj-93320	179	3	failure	failure	NOUN
esrj-93320	179	4	analysis	analysis	NOUN
esrj-93320	179	5	and	and	CCONJ
esrj-93320	179	6	prevention	prevention	NOUN
esrj-93320	179	7	,	,	PUNCT
esrj-93320	179	8	18	18	NUM
esrj-93320	179	9	,	,	PUNCT
esrj-93320	179	10	1573–1586	1573–1586	NUM
esrj-93320	179	11	.	.	PUNCT
esrj-93320	180	1	canli	canli	PROPN
esrj-93320	180	2	,	,	PUNCT
esrj-93320	180	3	e.	e.	PROPN
esrj-93320	180	4	,	,	PUNCT
esrj-93320	180	5	loigge	loigge	PROPN
esrj-93320	180	6	,	,	PUNCT
esrj-93320	180	7	b.	b.	PROPN
esrj-93320	180	8	,	,	PUNCT
esrj-93320	180	9	&	&	CCONJ
esrj-93320	180	10	glade	glade	PROPN
esrj-93320	180	11	t.	t.	PROPN
esrj-93320	180	12	(	(	PUNCT
esrj-93320	180	13	2018	2018	NUM
esrj-93320	180	14	)	)	PUNCT
esrj-93320	180	15	.	.	PUNCT
esrj-93320	181	1	spatially	spatially	ADV
esrj-93320	181	2	distributed	distribute	VERB
esrj-93320	181	3	rainfall	rainfall	NOUN
esrj-93320	181	4	information	information	NOUN
esrj-93320	181	5	and	and	CCONJ
esrj-93320	181	6	its	its	PRON
esrj-93320	181	7	potential	potential	NOUN
esrj-93320	181	8	for	for	ADP
esrj-93320	181	9	regional	regional	ADJ
esrj-93320	181	10	landslide	landslide	NOUN
esrj-93320	181	11	early	early	ADJ
esrj-93320	181	12	warning	warning	NOUN
esrj-93320	181	13	systems	system	NOUN
esrj-93320	181	14	.	.	PUNCT
esrj-93320	182	1	natural	natural	ADJ
esrj-93320	182	2	hazards	hazard	NOUN
esrj-93320	182	3	,	,	PUNCT
esrj-93320	182	4	91(1	91(1	NUM
esrj-93320	182	5	)	)	PUNCT
esrj-93320	182	6	,	,	PUNCT
esrj-93320	182	7	103	103	NUM
esrj-93320	182	8	-	-	SYM
esrj-93320	182	9	127	127	NUM
esrj-93320	182	10	.	.	PUNCT
esrj-93320	183	1	cao	cao	PROPN
esrj-93320	183	2	,	,	PUNCT
esrj-93320	183	3	j.	j.	PROPN
esrj-93320	183	4	,	,	PUNCT
esrj-93320	183	5	&	&	CCONJ
esrj-93320	183	6	wen	wen	PROPN
esrj-93320	183	7	,	,	PUNCT
esrj-93320	183	8	f.	f.	PROPN
esrj-93320	183	9	h.	h.	PROPN
esrj-93320	183	10	(	(	PUNCT
esrj-93320	183	11	2019	2019	NUM
esrj-93320	183	12	)	)	PUNCT
esrj-93320	183	13	.	.	PUNCT
esrj-93320	184	1	the	the	DET
esrj-93320	184	2	impact	impact	NOUN
esrj-93320	184	3	of	of	ADP
esrj-93320	184	4	the	the	DET
esrj-93320	184	5	cross	cross	ADJ
esrj-93320	184	6	-	-	ADJ
esrj-93320	184	7	shareholding	shareholding	ADJ
esrj-93320	184	8	network	network	NOUN
esrj-93320	184	9	on	on	ADP
esrj-93320	184	10	extreme	extreme	ADJ
esrj-93320	184	11	price	price	NOUN
esrj-93320	184	12	movements	movement	NOUN
esrj-93320	184	13	:	:	PUNCT
esrj-93320	184	14	evidence	evidence	NOUN
esrj-93320	184	15	from	from	ADP
esrj-93320	184	16	china	china	PROPN
esrj-93320	184	17	.	.	PUNCT
esrj-93320	185	1	journal	journal	PROPN
esrj-93320	185	2	of	of	ADP
esrj-93320	185	3	risk	risk	NOUN
esrj-93320	185	4	,	,	PUNCT
esrj-93320	185	5	22(2	22(2	NUM
esrj-93320	185	6	)	)	PUNCT
esrj-93320	185	7	,	,	PUNCT
esrj-93320	186	1	79–102	79–102	NUM
esrj-93320	186	2	.	.	PUNCT
esrj-93320	187	1	chen	chen	PROPN
esrj-93320	187	2	,	,	PUNCT
esrj-93320	187	3	c.	c.	PROPN
esrj-93320	187	4	,	,	PUNCT
esrj-93320	187	5	wang	wang	PROPN
esrj-93320	187	6	,	,	PUNCT
esrj-93320	187	7	w.	w.	PROPN
esrj-93320	187	8	,	,	PUNCT
esrj-93320	187	9	&	&	CCONJ
esrj-93320	187	10	lu	lu	PROPN
esrj-93320	187	11	,	,	PUNCT
esrj-93320	187	12	h.	h.	PROPN
esrj-93320	187	13	y.	y.	PROPN
esrj-93320	187	14	(	(	PUNCT
esrj-93320	187	15	2019	2019	NUM
esrj-93320	187	16	)	)	PUNCT
esrj-93320	187	17	.	.	PUNCT
esrj-93320	188	1	stability	stability	NOUN
esrj-93320	188	2	analysis	analysis	NOUN
esrj-93320	188	3	of	of	ADP
esrj-93320	188	4	slope	slope	NOUN
esrj-93320	188	5	reinforced	reinforce	VERB
esrj-93320	188	6	with	with	ADP
esrj-93320	188	7	composite	composite	ADJ
esrj-93320	188	8	anti	anti	ADJ
esrj-93320	188	9	-	-	ADJ
esrj-93320	188	10	slide	slide	ADJ
esrj-93320	188	11	pile	pile	NOUN
esrj-93320	188	12	model	model	NOUN
esrj-93320	188	13	.	.	PUNCT
esrj-93320	189	1	rock	rock	NOUN
esrj-93320	189	2	and	and	CCONJ
esrj-93320	189	3	soil	soil	NOUN
esrj-93320	189	4	mechanics	mechanic	NOUN
esrj-93320	189	5	,	,	PUNCT
esrj-93320	189	6	40(08	40(08	NOUN
esrj-93320	189	7	)	)	PUNCT
esrj-93320	189	8	,	,	PUNCT
esrj-93320	189	9	3207	3207	NUM
esrj-93320	189	10	-	-	SYM
esrj-93320	189	11	3217	3217	NUM
esrj-93320	189	12	.	.	PUNCT
esrj-93320	190	1	chinkulkijniwat	chinkulkijniwat	PROPN
esrj-93320	190	2	,	,	PUNCT
esrj-93320	190	3	a.	a.	NOUN
esrj-93320	190	4	,	,	PUNCT
esrj-93320	190	5	tirametatiparat	tirametatiparat	NOUN
esrj-93320	190	6	,	,	PUNCT
esrj-93320	190	7	t.	t.	PROPN
esrj-93320	190	8	,	,	PUNCT
esrj-93320	190	9	supotayan	supotayan	NOUN
esrj-93320	190	10	,	,	PUNCT
esrj-93320	190	11	c.	c.	PROPN
esrj-93320	190	12	,	,	PUNCT
esrj-93320	190	13	yubonchit	yubonchit	PROPN
esrj-93320	190	14	,	,	PUNCT
esrj-93320	190	15	s.	s.	PROPN
esrj-93320	190	16	,	,	PUNCT
esrj-93320	190	17	horpibulsuk	horpibulsuk	PROPN
esrj-93320	190	18	,	,	PUNCT
esrj-93320	190	19	s.	s.	PROPN
esrj-93320	190	20	,	,	PUNCT
esrj-93320	190	21	salee	salee	PROPN
esrj-93320	190	22	,	,	PUNCT
esrj-93320	190	23	r.	r.	PROPN
esrj-93320	190	24	,	,	PUNCT
esrj-93320	190	25	&	&	CCONJ
esrj-93320	190	26	voottipruex	voottipruex	PROPN
esrj-93320	190	27	,	,	PUNCT
esrj-93320	190	28	p.	p.	NOUN
esrj-93320	190	29	(	(	PUNCT
esrj-93320	191	1	2019	2019	NUM
esrj-93320	191	2	)	)	PUNCT
esrj-93320	191	3	.	.	PUNCT
esrj-93320	192	1	stability	stability	NOUN
esrj-93320	192	2	characteristics	characteristic	NOUN
esrj-93320	192	3	of	of	ADP
esrj-93320	192	4	shallow	shallow	ADJ
esrj-93320	192	5	landslide	landslide	NOUN
esrj-93320	192	6	triggered	trigger	VERB
esrj-93320	192	7	by	by	ADP
esrj-93320	192	8	rainfall	rainfall	NOUN
esrj-93320	192	9	.	.	PUNCT
esrj-93320	193	1	journal	journal	PROPN
esrj-93320	193	2	of	of	ADP
esrj-93320	193	3	mountain	mountain	NOUN
esrj-93320	193	4	science	science	NOUN
esrj-93320	193	5	,	,	PUNCT
esrj-93320	193	6	16(9	16(9	NUM
esrj-93320	193	7	)	)	PUNCT
esrj-93320	193	8	,	,	PUNCT
esrj-93320	193	9	2171	2171	NUM
esrj-93320	193	10	-	-	SYM
esrj-93320	193	11	2183	2183	NUM
esrj-93320	193	12	.	.	PUNCT
esrj-93320	194	1	chiorescu	chiorescu	NOUN
esrj-93320	194	2	,	,	PUNCT
esrj-93320	194	3	d.	d.	PROPN
esrj-93320	194	4	,	,	PUNCT
esrj-93320	194	5	chiorescu	chiorescu	PROPN
esrj-93320	194	6	,	,	PUNCT
esrj-93320	194	7	e.	e.	PROPN
esrj-93320	194	8	,	,	PUNCT
esrj-93320	194	9	nagîţ	nagîţ	PROPN
esrj-93320	194	10	,	,	PUNCT
esrj-93320	194	11	g.	g.	PROPN
esrj-93320	194	12	,	,	PUNCT
esrj-93320	194	13	&	&	CCONJ
esrj-93320	194	14	olaru	olaru	PROPN
esrj-93320	194	15	,	,	PUNCT
esrj-93320	194	16	s.	s.	PROPN
esrj-93320	194	17	c.	c.	PROPN
esrj-93320	194	18	(	(	PUNCT
esrj-93320	194	19	2019	2019	NUM
esrj-93320	194	20	)	)	PUNCT
esrj-93320	194	21	.	.	PUNCT
esrj-93320	195	1	the	the	DET
esrj-93320	195	2	study	study	NOUN
esrj-93320	195	3	of	of	ADP
esrj-93320	195	4	the	the	DET
esrj-93320	195	5	radius	radius	NOUN
esrj-93320	195	6	of	of	ADP
esrj-93320	195	7	connection	connection	NOUN
esrj-93320	195	8	of	of	ADP
esrj-93320	195	9	the	the	DET
esrj-93320	195	10	die	die	NOUN
esrj-93320	195	11	for	for	ADP
esrj-93320	195	12	deep	deep	ADJ
esrj-93320	195	13	drawing	drawing	NOUN
esrj-93320	195	14	using	use	VERB
esrj-93320	195	15	analysis	analysis	NOUN
esrj-93320	195	16	with	with	ADP
esrj-93320	195	17	finite	finite	ADJ
esrj-93320	195	18	element	element	NOUN
esrj-93320	195	19	.	.	PUNCT
esrj-93320	196	1	materials	material	NOUN
esrj-93320	196	2	science	science	PROPN
esrj-93320	196	3	forum	forum	PROPN
esrj-93320	196	4	,	,	PUNCT
esrj-93320	196	5	957	957	NUM
esrj-93320	196	6	,	,	PUNCT
esrj-93320	196	7	103	103	NUM
esrj-93320	196	8	-	-	SYM
esrj-93320	196	9	110	110	NUM
esrj-93320	196	10	.	.	PUNCT
esrj-93320	197	1	cifuentes	cifuente	NOUN
esrj-93320	197	2	,	,	PUNCT
esrj-93320	197	3	h.	h.	PROPN
esrj-93320	197	4	,	,	PUNCT
esrj-93320	197	5	montero	montero	PROPN
esrj-93320	197	6	-	-	PUNCT
esrj-93320	197	7	chacón	chacón	PROPN
esrj-93320	197	8	,	,	PUNCT
esrj-93320	197	9	f.	f.	PROPN
esrj-93320	197	10	,	,	PUNCT
esrj-93320	197	11	galán	galán	PROPN
esrj-93320	197	12	,	,	PUNCT
esrj-93320	197	13	j.	j.	PROPN
esrj-93320	197	14	,	,	PUNCT
esrj-93320	197	15	cabezas	cabezas	PROPN
esrj-93320	197	16	,	,	PUNCT
esrj-93320	197	17	j.	j.	PROPN
esrj-93320	197	18	,	,	PUNCT
esrj-93320	197	19	&	&	CCONJ
esrj-93320	197	20	martinez	martinez	PROPN
esrj-93320	197	21	-	-	PUNCT
esrj-93320	197	22	de	de	X
esrj-93320	197	23	la	la	PROPN
esrj-93320	197	24	concha	concha	PROPN
esrj-93320	197	25	,	,	PUNCT
esrj-93320	197	26	a.	a.	NOUN
esrj-93320	197	27	(	(	PUNCT
esrj-93320	197	28	2019	2019	NUM
esrj-93320	197	29	)	)	PUNCT
esrj-93320	197	30	.	.	PUNCT
esrj-93320	198	1	a	a	DET
esrj-93320	198	2	finite	finite	ADJ
esrj-93320	198	3	element	element	NOUN
esrj-93320	198	4	-	-	PUNCT
esrj-93320	198	5	based	base	VERB
esrj-93320	198	6	methodology	methodology	NOUN
esrj-93320	198	7	for	for	ADP
esrj-93320	198	8	the	the	DET
esrj-93320	198	9	thermomechanical	thermomechanical	ADJ
esrj-93320	198	10	analysis	analysis	NOUN
esrj-93320	198	11	of	of	ADP
esrj-93320	198	12	early	early	ADJ
esrj-93320	198	13	age	age	NOUN
esrj-93320	198	14	behavior	behavior	NOUN
esrj-93320	198	15	in	in	ADP
esrj-93320	198	16	concrete	concrete	ADJ
esrj-93320	198	17	structures	structure	NOUN
esrj-93320	198	18	.	.	PUNCT
esrj-93320	199	1	international	international	ADJ
esrj-93320	199	2	journal	journal	NOUN
esrj-93320	199	3	of	of	ADP
esrj-93320	199	4	concrete	concrete	ADJ
esrj-93320	199	5	structures	structure	NOUN
esrj-93320	199	6	and	and	CCONJ
esrj-93320	199	7	materials	material	NOUN
esrj-93320	199	8	,	,	PUNCT
esrj-93320	199	9	13(1	13(1	NUM
esrj-93320	199	10	)	)	PUNCT
esrj-93320	199	11	,	,	PUNCT
esrj-93320	199	12	41	41	NUM
esrj-93320	199	13	.	.	PUNCT
esrj-93320	200	1	feng	feng	PROPN
esrj-93320	200	2	,	,	PUNCT
esrj-93320	200	3	w.	w.	PROPN
esrj-93320	200	4	x.	x.	PROPN
esrj-93320	200	5	,	,	PUNCT
esrj-93320	200	6	ma	ma	PROPN
esrj-93320	200	7	,	,	PUNCT
esrj-93320	200	8	j.	j.	PROPN
esrj-93320	200	9	s.	s.	PROPN
esrj-93320	200	10	,	,	PUNCT
esrj-93320	200	11	&	&	CCONJ
esrj-93320	200	12	he	he	PRON
esrj-93320	200	13	,	,	PUNCT
esrj-93320	200	14	j.	j.	PROPN
esrj-93320	200	15	(	(	PUNCT
esrj-93320	200	16	2019	2019	NUM
esrj-93320	200	17	)	)	PUNCT
esrj-93320	200	18	.	.	PUNCT
esrj-93320	201	1	fitting	fitting	ADJ
esrj-93320	201	2	method	method	NOUN
esrj-93320	201	3	of	of	ADP
esrj-93320	201	4	pressure	pressure	NOUN
esrj-93320	201	5	subsidence	subsidence	NOUN
esrj-93320	201	6	characteristics	characteristic	NOUN
esrj-93320	201	7	based	base	VERB
esrj-93320	201	8	on	on	ADP
esrj-93320	201	9	rbf	rbf	PROPN
esrj-93320	201	10	surrogate	surrogate	PROPN
esrj-93320	201	11	model	model	PROPN
esrj-93320	201	12	.	.	PUNCT
esrj-93320	202	1	computer	computer	NOUN
esrj-93320	202	2	simulation	simulation	PROPN
esrj-93320	202	3	,	,	PUNCT
esrj-93320	202	4	36(09	36(09	NUM
esrj-93320	202	5	)	)	PUNCT
esrj-93320	202	6	,	,	PUNCT
esrj-93320	202	7	5	5	NUM
esrj-93320	202	8	-	-	SYM
esrj-93320	202	9	9	9	NUM
esrj-93320	202	10	.	.	PUNCT
esrj-93320	202	11	kalateh	kalateh	PROPN
esrj-93320	202	12	,	,	PUNCT
esrj-93320	202	13	f.	f.	PROPN
esrj-93320	202	14	(	(	PUNCT
esrj-93320	202	15	2019	2019	NUM
esrj-93320	202	16	)	)	PUNCT
esrj-93320	202	17	.	.	PUNCT
esrj-93320	203	1	dynamic	dynamic	ADJ
esrj-93320	203	2	failure	failure	NOUN
esrj-93320	203	3	analysis	analysis	NOUN
esrj-93320	203	4	of	of	ADP
esrj-93320	203	5	concrete	concrete	ADJ
esrj-93320	203	6	dams	dam	NOUN
esrj-93320	203	7	under	under	ADP
esrj-93320	203	8	air	air	NOUN
esrj-93320	203	9	blast	blast	NOUN
esrj-93320	203	10	using	use	VERB
esrj-93320	203	11	coupled	couple	VERB
esrj-93320	203	12	euler	euler	NOUN
esrj-93320	203	13	-	-	PUNCT
esrj-93320	203	14	lagrange	lagrange	PROPN
esrj-93320	203	15	finite	finite	NOUN
esrj-93320	203	16	element	element	NOUN
esrj-93320	203	17	method	method	NOUN
esrj-93320	203	18	.	.	PUNCT
esrj-93320	204	1	frontiers	frontier	NOUN
esrj-93320	204	2	of	of	ADP
esrj-93320	204	3	structural	structural	ADJ
esrj-93320	204	4	&	&	CCONJ
esrj-93320	204	5	civil	civil	ADJ
esrj-93320	204	6	engineering	engineering	NOUN
esrj-93320	204	7	,	,	PUNCT
esrj-93320	204	8	13(1	13(1	NUM
esrj-93320	204	9	)	)	PUNCT
esrj-93320	204	10	,	,	PUNCT
esrj-93320	204	11	15	15	NUM
esrj-93320	204	12	-	-	SYM
esrj-93320	204	13	37	37	NUM
esrj-93320	204	14	.	.	PUNCT
esrj-93320	205	1	karray	karray	PROPN
esrj-93320	205	2	,	,	PUNCT
esrj-93320	205	3	m.	m.	NOUN
esrj-93320	205	4	,	,	PUNCT
esrj-93320	205	5	hussein	hussein	PROPN
esrj-93320	205	6	,	,	PUNCT
esrj-93320	205	7	m.	m.	NOUN
esrj-93320	205	8	n.	n.	PROPN
esrj-93320	205	9	,	,	PUNCT
esrj-93320	205	10	delisle	delisle	PROPN
esrj-93320	205	11	,	,	PUNCT
esrj-93320	205	12	m.	m.	PROPN
esrj-93320	205	13	c.	c.	PROPN
esrj-93320	205	14	,	,	PUNCT
esrj-93320	205	15	&	&	CCONJ
esrj-93320	205	16	ledoux	ledoux	PROPN
esrj-93320	205	17	,	,	PUNCT
esrj-93320	205	18	c.	c.	PROPN
esrj-93320	205	19	(	(	PUNCT
esrj-93320	205	20	2018	2018	NUM
esrj-93320	205	21	)	)	PUNCT
esrj-93320	205	22	.	.	PUNCT
esrj-93320	206	1	framework	framework	NOUN
esrj-93320	206	2	to	to	PART
esrj-93320	206	3	assess	assess	VERB
esrj-93320	206	4	the	the	DET
esrj-93320	206	5	pseudo	pseudo	NOUN
esrj-93320	206	6	-	-	ADJ
esrj-93320	206	7	static	static	ADJ
esrj-93320	206	8	approach	approach	NOUN
esrj-93320	206	9	for	for	ADP
esrj-93320	206	10	the	the	DET
esrj-93320	206	11	seismic	seismic	ADJ
esrj-93320	206	12	stability	stability	NOUN
esrj-93320	206	13	of	of	ADP
esrj-93320	206	14	clayey	clayey	NOUN
esrj-93320	206	15	slopes	slope	NOUN
esrj-93320	206	16	.	.	PUNCT
esrj-93320	207	1	canadian	canadian	ADJ
esrj-93320	207	2	geotechnical	geotechnical	ADJ
esrj-93320	207	3	journal	journal	NOUN
esrj-93320	207	4	,	,	PUNCT
esrj-93320	207	5	55(12	55(12	NUM
esrj-93320	207	6	)	)	PUNCT
esrj-93320	207	7	,	,	PUNCT
esrj-93320	207	8	1860	1860	NUM
esrj-93320	207	9	-	-	SYM
esrj-93320	207	10	1876	1876	NUM
esrj-93320	207	11	.	.	PUNCT
esrj-93320	208	1	kundu	kundu	NOUN
esrj-93320	208	2	,	,	PUNCT
esrj-93320	208	3	j.	j.	PROPN
esrj-93320	208	4	,	,	PUNCT
esrj-93320	208	5	sarkar	sarkar	PROPN
esrj-93320	208	6	,	,	PUNCT
esrj-93320	208	7	k.	k.	PROPN
esrj-93320	208	8	,	,	PUNCT
esrj-93320	208	9	singh	singh	PROPN
esrj-93320	208	10	,	,	PUNCT
esrj-93320	208	11	p.	p.	PROPN
esrj-93320	208	12	k.	k.	PROPN
esrj-93320	208	13	,	,	PUNCT
esrj-93320	208	14	&	&	CCONJ
esrj-93320	208	15	singh	singh	PROPN
esrj-93320	208	16	,	,	PUNCT
esrj-93320	208	17	t.	t.	PROPN
esrj-93320	208	18	n.	n.	PROPN
esrj-93320	208	19	(	(	PUNCT
esrj-93320	208	20	2018	2018	NUM
esrj-93320	208	21	)	)	PUNCT
esrj-93320	208	22	.	.	PUNCT
esrj-93320	209	1	deterministic	deterministic	ADJ
esrj-93320	209	2	and	and	CCONJ
esrj-93320	209	3	probabilistic	probabilistic	ADJ
esrj-93320	209	4	stability	stability	NOUN
esrj-93320	209	5	analysis	analysis	NOUN
esrj-93320	209	6	of	of	ADP
esrj-93320	209	7	soil	soil	NOUN
esrj-93320	209	8	slope	slope	NOUN
esrj-93320	209	9	–	–	PUNCT
esrj-93320	209	10	a	a	DET
esrj-93320	209	11	case	case	NOUN
esrj-93320	209	12	study	study	NOUN
esrj-93320	209	13	.	.	PUNCT
esrj-93320	210	1	journal	journal	NOUN
esrj-93320	210	2	of	of	ADP
esrj-93320	210	3	the	the	DET
esrj-93320	210	4	geological	geological	ADJ
esrj-93320	210	5	society	society	NOUN
esrj-93320	210	6	of	of	ADP
esrj-93320	210	7	india	india	PROPN
esrj-93320	210	8	,	,	PUNCT
esrj-93320	210	9	91(4	91(4	PROPN
esrj-93320	210	10	)	)	PUNCT
esrj-93320	210	11	,	,	PUNCT
esrj-93320	210	12	418	418	NUM
esrj-93320	210	13	-	-	SYM
esrj-93320	210	14	424	424	NUM
esrj-93320	210	15	.	.	PUNCT
esrj-93320	211	1	kwan	kwan	PROPN
esrj-93320	211	2	,	,	PUNCT
esrj-93320	211	3	j.	j.	PROPN
esrj-93320	211	4	s.	s.	PROPN
esrj-93320	211	5	,	,	PUNCT
esrj-93320	211	6	sze	sze	PROPN
esrj-93320	211	7	,	,	PUNCT
esrj-93320	211	8	e.	e.	PROPN
esrj-93320	211	9	h.	h.	PROPN
esrj-93320	211	10	y.	y.	PROPN
esrj-93320	211	11	,	,	PUNCT
esrj-93320	211	12	&	&	CCONJ
esrj-93320	211	13	lam	lam	PROPN
esrj-93320	211	14	,	,	PUNCT
esrj-93320	211	15	c.	c.	PROPN
esrj-93320	211	16	(	(	PUNCT
esrj-93320	211	17	2019	2019	NUM
esrj-93320	211	18	)	)	PUNCT
esrj-93320	211	19	.	.	PUNCT
esrj-93320	212	1	finite	finite	PROPN
esrj-93320	212	2	element	element	NOUN
esrj-93320	212	3	analysis	analysis	NOUN
esrj-93320	212	4	for	for	ADP
esrj-93320	212	5	rockfall	rockfall	NOUN
esrj-93320	212	6	and	and	CCONJ
esrj-93320	212	7	debris	debris	NOUN
esrj-93320	212	8	flow	flow	NOUN
esrj-93320	212	9	mitigation	mitigation	NOUN
esrj-93320	212	10	works	work	VERB
esrj-93320	212	11	.	.	PUNCT
esrj-93320	213	1	canadian	canadian	ADJ
esrj-93320	213	2	geotechnical	geotechnical	ADJ
esrj-93320	213	3	journal	journal	NOUN
esrj-93320	213	4	,	,	PUNCT
esrj-93320	213	5	56(9	56(9	NOUN
esrj-93320	213	6	)	)	PUNCT
esrj-93320	213	7	,	,	PUNCT
esrj-93320	213	8	1225	1225	NUM
esrj-93320	213	9	-	-	SYM
esrj-93320	213	10	1250	1250	NUM
esrj-93320	213	11	.	.	PUNCT
esrj-93320	214	1	naderi	naderi	NOUN
esrj-93320	214	2	-	-	PUNCT
esrj-93320	214	3	boldaji	boldaji	NOUN
esrj-93320	214	4	,	,	PUNCT
esrj-93320	214	5	m.	m.	NOUN
esrj-93320	214	6	,	,	PUNCT
esrj-93320	214	7	hajian	hajian	PROPN
esrj-93320	214	8	,	,	PUNCT
esrj-93320	214	9	a.	a.	PROPN
esrj-93320	214	10	,	,	PUNCT
esrj-93320	214	11	ghanbarian	ghanbarian	NOUN
esrj-93320	214	12	,	,	PUNCT
esrj-93320	214	13	d.	d.	PROPN
esrj-93320	214	14	,	,	PUNCT
esrj-93320	214	15	&	&	CCONJ
esrj-93320	214	16	bahrami	bahrami	PROPN
esrj-93320	214	17	,	,	PUNCT
esrj-93320	214	18	m.	m.	NOUN
esrj-93320	214	19	(	(	PUNCT
esrj-93320	214	20	2018	2018	NUM
esrj-93320	214	21	)	)	PUNCT
esrj-93320	214	22	.	.	PUNCT
esrj-93320	215	1	finite	finite	PROPN
esrj-93320	215	2	element	element	PROPN
esrj-93320	215	3	simulation	simulation	NOUN
esrj-93320	215	4	of	of	ADP
esrj-93320	215	5	plate	plate	NOUN
esrj-93320	215	6	sinkage	sinkage	NOUN
esrj-93320	215	7	,	,	PUNCT
esrj-93320	215	8	confined	confine	VERB
esrj-93320	215	9	and	and	CCONJ
esrj-93320	215	10	semi	semi	ADJ
esrj-93320	215	11	-	-	ADJ
esrj-93320	215	12	confined	confined	ADJ
esrj-93320	215	13	compression	compression	NOUN
esrj-93320	215	14	tests	test	NOUN
esrj-93320	215	15	:	:	PUNCT
esrj-93320	215	16	a	a	DET
esrj-93320	215	17	comparison	comparison	NOUN
esrj-93320	215	18	of	of	ADP
esrj-93320	215	19	the	the	DET
esrj-93320	215	20	response	response	NOUN
esrj-93320	215	21	to	to	PART
esrj-93320	215	22	yield	yield	VERB
esrj-93320	215	23	stress	stress	NOUN
esrj-93320	215	24	.	.	PUNCT
esrj-93320	216	1	soil	soil	NOUN
esrj-93320	216	2	and	and	CCONJ
esrj-93320	216	3	tillage	tillage	NOUN
esrj-93320	216	4	research	research	NOUN
esrj-93320	216	5	,	,	PUNCT
esrj-93320	216	6	179(1	179(1	NUM
esrj-93320	216	7	)	)	PUNCT
esrj-93320	216	8	,	,	PUNCT
esrj-93320	216	9	63	63	NUM
esrj-93320	216	10	-	-	SYM
esrj-93320	216	11	70	70	NUM
esrj-93320	216	12	.	.	PUNCT
esrj-93320	217	1	norouzi	norouzi	PROPN
esrj-93320	217	2	,	,	PUNCT
esrj-93320	217	3	e.	e.	PROPN
esrj-93320	217	4	,	,	PUNCT
esrj-93320	217	5	moslemzadeh	moslemzadeh	PROPN
esrj-93320	217	6	,	,	PUNCT
esrj-93320	217	7	h.	h.	PROPN
esrj-93320	217	8	,	,	PUNCT
esrj-93320	217	9	&	&	CCONJ
esrj-93320	217	10	mohammadi	mohammadi	PROPN
esrj-93320	217	11	,	,	PUNCT
esrj-93320	217	12	s.	s.	PROPN
esrj-93320	217	13	(	(	PUNCT
esrj-93320	217	14	2019	2019	NUM
esrj-93320	217	15	)	)	PUNCT
esrj-93320	217	16	.	.	PUNCT
esrj-93320	218	1	maximum	maximum	PROPN
esrj-93320	218	2	entropy	entropy	PROPN
esrj-93320	218	3	based	base	VERB
esrj-93320	218	4	finite	finite	PROPN
esrj-93320	218	5	element	element	NOUN
esrj-93320	218	6	analysis	analysis	NOUN
esrj-93320	218	7	of	of	ADP
esrj-93320	218	8	porous	porous	ADJ
esrj-93320	218	9	media	medium	NOUN
esrj-93320	218	10	.	.	PUNCT
esrj-93320	219	1	frontiers	frontier	NOUN
esrj-93320	219	2	of	of	ADP
esrj-93320	219	3	structural	structural	ADJ
esrj-93320	219	4	and	and	CCONJ
esrj-93320	219	5	civil	civil	ADJ
esrj-93320	219	6	engineering	engineering	NOUN
esrj-93320	219	7	,	,	PUNCT
esrj-93320	219	8	13(2	13(2	PROPN
esrj-93320	219	9	)	)	PUNCT
esrj-93320	219	10	,	,	PUNCT
esrj-93320	219	11	364	364	NUM
esrj-93320	219	12	-	-	SYM
esrj-93320	219	13	379	379	NUM
esrj-93320	219	14	.	.	PUNCT
esrj-93320	220	1	provost	provost	PROPN
esrj-93320	220	2	,	,	PUNCT
esrj-93320	220	3	f.	f.	PROPN
esrj-93320	220	4	,	,	PUNCT
esrj-93320	220	5	malet	malet	PROPN
esrj-93320	220	6	,	,	PUNCT
esrj-93320	220	7	j.	j.	PROPN
esrj-93320	220	8	p.	p.	PROPN
esrj-93320	220	9	,	,	PUNCT
esrj-93320	220	10	gance	gance	PROPN
esrj-93320	220	11	,	,	PUNCT
esrj-93320	220	12	j.	j.	PROPN
esrj-93320	220	13	,	,	PUNCT
esrj-93320	220	14	helmstetter	helmstetter	PROPN
esrj-93320	220	15	,	,	PUNCT
esrj-93320	220	16	a.	a.	PROPN
esrj-93320	220	17	,	,	PUNCT
esrj-93320	220	18	&	&	CCONJ
esrj-93320	220	19	doubre	doubre	PROPN
esrj-93320	220	20	,	,	PUNCT
esrj-93320	220	21	c.	c.	PROPN
esrj-93320	220	22	(	(	PUNCT
esrj-93320	220	23	2018	2018	NUM
esrj-93320	220	24	)	)	PUNCT
esrj-93320	220	25	.	.	PUNCT
esrj-93320	221	1	automatic	automatic	ADJ
esrj-93320	221	2	approach	approach	NOUN
esrj-93320	221	3	for	for	ADP
esrj-93320	221	4	increasing	increase	VERB
esrj-93320	221	5	the	the	DET
esrj-93320	221	6	location	location	NOUN
esrj-93320	221	7	accuracy	accuracy	NOUN
esrj-93320	221	8	of	of	ADP
esrj-93320	221	9	slowmoving	slowmoving	NOUN
esrj-93320	221	10	landslide	landslide	NOUN
esrj-93320	221	11	endogenous	endogenous	ADJ
esrj-93320	221	12	seismicity	seismicity	NOUN
esrj-93320	221	13	:	:	PUNCT
esrj-93320	221	14	the	the	DET
esrj-93320	221	15	apoloc	apoloc	ADJ
esrj-93320	221	16	method	method	NOUN
esrj-93320	221	17	.	.	PUNCT
esrj-93320	222	1	geophysical	geophysical	ADJ
esrj-93320	222	2	journal	journal	PROPN
esrj-93320	222	3	international	international	PROPN
esrj-93320	222	4	,	,	PUNCT
esrj-93320	222	5	215(2	215(2	NUM
esrj-93320	222	6	)	)	PUNCT
esrj-93320	222	7	,	,	PUNCT
esrj-93320	222	8	1455	1455	NUM
esrj-93320	222	9	-	-	SYM
esrj-93320	222	10	1473	1473	NUM
esrj-93320	222	11	.	.	PUNCT
esrj-93320	223	1	sajjad	sajjad	PROPN
esrj-93320	223	2	,	,	PUNCT
esrj-93320	223	3	m.	m.	NOUN
esrj-93320	223	4	,	,	PUNCT
esrj-93320	223	5	joy	joy	PROPN
esrj-93320	223	6	,	,	PUNCT
esrj-93320	223	7	j.	j.	PROPN
esrj-93320	223	8	a.	a.	PROPN
esrj-93320	223	9	,	,	PUNCT
esrj-93320	223	10	&	&	CCONJ
esrj-93320	223	11	jung	jung	PROPN
esrj-93320	223	12	,	,	PUNCT
esrj-93320	223	13	d.	d.	PROPN
esrj-93320	223	14	w.	w.	PROPN
esrj-93320	223	15	(	(	PUNCT
esrj-93320	223	16	2018	2018	NUM
esrj-93320	223	17	)	)	PUNCT
esrj-93320	223	18	.	.	PUNCT
esrj-93320	224	1	finite	finite	PROPN
esrj-93320	224	2	element	element	NOUN
esrj-93320	224	3	analysis	analysis	NOUN
esrj-93320	224	4	of	of	ADP
esrj-93320	224	5	incremental	incremental	ADJ
esrj-93320	224	6	sheet	sheet	NOUN
esrj-93320	224	7	forming	form	VERB
esrj-93320	224	8	for	for	ADP
esrj-93320	224	9	metal	metal	NOUN
esrj-93320	224	10	sheet	sheet	NOUN
esrj-93320	224	11	.	.	PUNCT
esrj-93320	225	1	key	key	ADJ
esrj-93320	225	2	engineering	engineering	NOUN
esrj-93320	225	3	materials	material	NOUN
esrj-93320	225	4	,	,	PUNCT
esrj-93320	225	5	783	783	NUM
esrj-93320	225	6	,	,	PUNCT
esrj-93320	225	7	148	148	NUM
esrj-93320	225	8	-	-	SYM
esrj-93320	225	9	153	153	NUM
esrj-93320	225	10	.	.	PUNCT
esrj-93320	226	1	saneie	saneie	PROPN
esrj-93320	226	2	,	,	PUNCT
esrj-93320	226	3	h.	h.	PROPN
esrj-93320	226	4	,	,	PUNCT
esrj-93320	226	5	alipour	alipour	ADJ
esrj-93320	226	6	-	-	PUNCT
esrj-93320	226	7	sarabi	sarabi	PROPN
esrj-93320	226	8	,	,	PUNCT
esrj-93320	226	9	r.	r.	PROPN
esrj-93320	226	10	,	,	PUNCT
esrj-93320	226	11	nasiri	nasiri	ADV
esrj-93320	226	12	-	-	PUNCT
esrj-93320	226	13	gheidari	gheidari	NOUN
esrj-93320	226	14	,	,	PUNCT
esrj-93320	226	15	z.	z.	PROPN
esrj-93320	226	16	,	,	PUNCT
esrj-93320	226	17	&	&	CCONJ
esrj-93320	226	18	tootoonchian	tootoonchian	PROPN
esrj-93320	226	19	,	,	PUNCT
esrj-93320	226	20	f.	f.	PROPN
esrj-93320	226	21	(	(	PUNCT
esrj-93320	226	22	2018	2018	NUM
esrj-93320	226	23	)	)	PUNCT
esrj-93320	226	24	.	.	PUNCT
esrj-93320	227	1	challenges	challenge	NOUN
esrj-93320	227	2	of	of	ADP
esrj-93320	227	3	finite	finite	ADJ
esrj-93320	227	4	element	element	NOUN
esrj-93320	227	5	analysis	analysis	NOUN
esrj-93320	227	6	of	of	ADP
esrj-93320	227	7	re	re	NOUN
esrj-93320	227	8	-	-	NOUN
esrj-93320	227	9	solvers	solver	NOUN
esrj-93320	227	10	.	.	PUNCT
esrj-93320	228	1	ieee	ieee	NOUN
esrj-93320	228	2	transactions	transaction	NOUN
esrj-93320	228	3	on	on	ADP
esrj-93320	228	4	energy	energy	NOUN
esrj-93320	228	5	conversion	conversion	NOUN
esrj-93320	228	6	,	,	PUNCT
esrj-93320	228	7	34(2	34(2	NUM
esrj-93320	228	8	)	)	PUNCT
esrj-93320	228	9	,	,	PUNCT
esrj-93320	228	10	973	973	NUM
esrj-93320	228	11	983	983	NUM
esrj-93320	228	12	.	.	PUNCT
esrj-93320	229	1	talesnick	talesnick	NOUN
esrj-93320	229	2	,	,	PUNCT
esrj-93320	229	3	m.	m.	NOUN
esrj-93320	229	4	(	(	PUNCT
esrj-93320	229	5	2013	2013	NUM
esrj-93320	229	6	)	)	PUNCT
esrj-93320	229	7	.	.	PUNCT
esrj-93320	230	1	measuring	measure	VERB
esrj-93320	230	2	soil	soil	NOUN
esrj-93320	230	3	pressure	pressure	NOUN
esrj-93320	230	4	within	within	ADP
esrj-93320	230	5	a	a	DET
esrj-93320	230	6	soil	soil	NOUN
esrj-93320	230	7	mass	mass	NOUN
esrj-93320	230	8	.	.	PUNCT
esrj-93320	231	1	canadian	canadian	ADJ
esrj-93320	231	2	geotechnical	geotechnical	ADJ
esrj-93320	231	3	journal	journal	NOUN
esrj-93320	231	4	,	,	PUNCT
esrj-93320	231	5	50(7	50(7	NUM
esrj-93320	231	6	)	)	PUNCT
esrj-93320	231	7	,	,	PUNCT
esrj-93320	231	8	716	716	NUM
esrj-93320	231	9	-	-	SYM
esrj-93320	231	10	722	722	NUM
esrj-93320	231	11	.	.	PUNCT
esrj-93320	232	1	tamate	tamate	NOUN
esrj-93320	232	2	,	,	PUNCT
esrj-93320	232	3	s.	s.	PROPN
esrj-93320	232	4	,	,	PUNCT
esrj-93320	232	5	&	&	CCONJ
esrj-93320	232	6	hori	hori	PROPN
esrj-93320	232	7	,	,	PUNCT
esrj-93320	232	8	t.	t.	PROPN
esrj-93320	232	9	(	(	PUNCT
esrj-93320	232	10	2018	2018	NUM
esrj-93320	232	11	)	)	PUNCT
esrj-93320	232	12	.	.	PUNCT
esrj-93320	233	1	monitoring	monitor	VERB
esrj-93320	233	2	shear	shear	NOUN
esrj-93320	233	3	strain	strain	NOUN
esrj-93320	233	4	in	in	ADP
esrj-93320	233	5	shallow	shallow	ADJ
esrj-93320	233	6	subsurface	subsurface	NOUN
esrj-93320	233	7	using	use	VERB
esrj-93320	233	8	mini	mini	ADJ
esrj-93320	233	9	pipe	pipe	NOUN
esrj-93320	233	10	strain	strain	NOUN
esrj-93320	233	11	meter	meter	NOUN
esrj-93320	233	12	for	for	ADP
esrj-93320	233	13	detecting	detect	VERB
esrj-93320	233	14	potential	potential	ADJ
esrj-93320	233	15	threat	threat	NOUN
esrj-93320	233	16	of	of	ADP
esrj-93320	233	17	slope	slope	NOUN
esrj-93320	233	18	failure	failure	NOUN
esrj-93320	233	19	.	.	PUNCT
esrj-93320	234	1	geotechnical	geotechnical	ADJ
esrj-93320	234	2	testing	testing	NOUN
esrj-93320	234	3	journal	journal	NOUN
esrj-93320	234	4	,	,	PUNCT
esrj-93320	234	5	41(2	41(2	NUM
esrj-93320	234	6	)	)	PUNCT
esrj-93320	234	7	,	,	PUNCT
esrj-93320	234	8	413	413	NUM
esrj-93320	234	9	-	-	SYM
esrj-93320	234	10	424	424	NUM
esrj-93320	234	11	.	.	PUNCT
esrj-93320	235	1	xiao	xiao	PROPN
esrj-93320	235	2	,	,	PUNCT
esrj-93320	235	3	s.	s.	PROPN
esrj-93320	235	4	,	,	PUNCT
esrj-93320	235	5	guo	guo	PROPN
esrj-93320	235	6	,	,	PUNCT
esrj-93320	235	7	w.	w.	PROPN
esrj-93320	235	8	d.	d.	PROPN
esrj-93320	235	9	,	,	PUNCT
esrj-93320	235	10	&	&	CCONJ
esrj-93320	235	11	zeng	zeng	PROPN
esrj-93320	235	12	,	,	PUNCT
esrj-93320	235	13	j.	j.	PROPN
esrj-93320	235	14	(	(	PUNCT
esrj-93320	235	15	2018	2018	NUM
esrj-93320	235	16	)	)	PUNCT
esrj-93320	235	17	.	.	PUNCT
esrj-93320	236	1	factor	factor	NOUN
esrj-93320	236	2	of	of	ADP
esrj-93320	236	3	safety	safety	NOUN
esrj-93320	236	4	of	of	ADP
esrj-93320	236	5	slope	slope	NOUN
esrj-93320	236	6	stability	stability	NOUN
esrj-93320	236	7	from	from	ADP
esrj-93320	236	8	deformation	deformation	NOUN
esrj-93320	236	9	energy	energy	NOUN
esrj-93320	236	10	.	.	PUNCT
esrj-93320	237	1	canadian	canadian	ADJ
esrj-93320	237	2	geotechnical	geotechnical	ADJ
esrj-93320	237	3	journal	journal	NOUN
esrj-93320	237	4	,	,	PUNCT
esrj-93320	237	5	55(2	55(2	NUM
esrj-93320	237	6	)	)	PUNCT
esrj-93320	237	7	,	,	PUNCT
esrj-93320	237	8	296	296	NUM
esrj-93320	237	9	-	-	SYM
esrj-93320	237	10	302	302	NUM
esrj-93320	237	11	.	.	PUNCT
esrj-93320	238	1	_	_	PRON
esrj-93320	238	2	gjdgxs	gjdgx	VERB