id	sid	tid	token	lemma	pos
esrj-91593	1	1	keywords	keyword	NOUN
esrj-91593	1	2	:	:	PUNCT
esrj-91593	1	3	loess	loess	NOUN
esrj-91593	1	4	;	;	PUNCT
esrj-91593	1	5	triaxial	triaxial	ADJ
esrj-91593	1	6	test	test	NOUN
esrj-91593	1	7	;	;	PUNCT
esrj-91593	1	8	seismic	seismic	ADJ
esrj-91593	1	9	subsidence	subsidence	NOUN
esrj-91593	1	10	changes	change	NOUN
esrj-91593	1	11	;	;	PUNCT
esrj-91593	1	12	depth	depth	NOUN
esrj-91593	1	13	of	of	ADP
esrj-91593	1	14	soil	soil	NOUN
esrj-91593	1	15	layer	layer	NOUN
esrj-91593	1	16	;	;	PUNCT
esrj-91593	1	17	subsidence	subsidence	NOUN
esrj-91593	1	18	extent	extent	NOUN
esrj-91593	1	19	.	.	PUNCT
esrj-91593	2	1	palabras	palabras	PROPN
esrj-91593	2	2	clave	clave	PROPN
esrj-91593	2	3	:	:	PUNCT
esrj-91593	2	4	suelos	suelos	PROPN
esrj-91593	2	5	poco	poco	PROPN
esrj-91593	2	6	compactos	compactos	PROPN
esrj-91593	2	7	;	;	PUNCT
esrj-91593	2	8	reistencia	reistencia	NOUN
esrj-91593	2	9	triaxial	triaxial	NOUN
esrj-91593	2	10	;	;	PUNCT
esrj-91593	2	11	cambios	cambios	PROPN
esrj-91593	2	12	de	de	PROPN
esrj-91593	2	13	subsidencia	subsidencia	PROPN
esrj-91593	2	14	sísmica	sísmica	PROPN
esrj-91593	2	15	;	;	PUNCT
esrj-91593	2	16	profundidad	profundidad	PROPN
esrj-91593	2	17	de	de	X
esrj-91593	2	18	capas	capas	X
esrj-91593	2	19	de	de	X
esrj-91593	2	20	suelo	suelo	NOUN
esrj-91593	2	21	;	;	PUNCT
esrj-91593	2	22	subsidencia	subsidencia	PROPN
esrj-91593	2	23	extendida	extendida	NOUN
esrj-91593	2	24	.	.	PUNCT
esrj-91593	3	1	how	how	SCONJ
esrj-91593	3	2	to	to	PART
esrj-91593	3	3	cite	cite	VERB
esrj-91593	3	4	item	item	PROPN
esrj-91593	3	5	yan	yan	PROPN
esrj-91593	3	6	,	,	PUNCT
esrj-91593	3	7	x.	x.	PROPN
esrj-91593	3	8	,	,	PUNCT
esrj-91593	3	9	wang	wang	PROPN
esrj-91593	3	10	,	,	PUNCT
esrj-91593	3	11	s.	s.	PROPN
esrj-91593	3	12	,	,	PUNCT
esrj-91593	3	13	&	&	CCONJ
esrj-91593	3	14	wang	wang	PROPN
esrj-91593	3	15	,	,	PUNCT
esrj-91593	3	16	n.	n.	PROPN
esrj-91593	3	17	(	(	PUNCT
esrj-91593	3	18	2020	2020	NUM
esrj-91593	3	19	)	)	PUNCT
esrj-91593	3	20	.	.	PUNCT
esrj-91593	4	1	analysis	analysis	NOUN
esrj-91593	4	2	and	and	CCONJ
esrj-91593	4	3	evaluation	evaluation	NOUN
esrj-91593	4	4	methods	method	NOUN
esrj-91593	4	5	of	of	ADP
esrj-91593	4	6	seismic	seismic	ADJ
esrj-91593	4	7	subsidence	subsidence	NOUN
esrj-91593	4	8	characteristics	characteristic	NOUN
esrj-91593	4	9	of	of	ADP
esrj-91593	4	10	loess	loess	NOUN
esrj-91593	4	11	and	and	CCONJ
esrj-91593	4	12	field	field	NOUN
esrj-91593	4	13	seismic	seismic	ADJ
esrj-91593	4	14	subsidence	subsidence	NOUN
esrj-91593	4	15	.	.	PUNCT
esrj-91593	5	1	earth	earth	NOUN
esrj-91593	5	2	sciences	sciences	PROPN
esrj-91593	5	3	research	research	PROPN
esrj-91593	5	4	journal	journal	NOUN
esrj-91593	5	5	,	,	PUNCT
esrj-91593	5	6	24(4	24(4	NUM
esrj-91593	5	7	)	)	PUNCT
esrj-91593	5	8	,	,	PUNCT
esrj-91593	5	9	485	485	NUM
esrj-91593	5	10	-	-	SYM
esrj-91593	5	11	490	490	NUM
esrj-91593	5	12	.	.	PUNCT
esrj-91593	5	13	doi	doi	NOUN
esrj-91593	5	14	:	:	PUNCT
esrj-91593	5	15	https://doi.org/10.15446/	https://doi.org/10.15446/	PROPN
esrj-91593	5	16	esrj.v24n4.91593	esrj.v24n4.91593	VERB
esrj-91593	5	17	the	the	DET
esrj-91593	5	18	objective	objective	NOUN
esrj-91593	5	19	of	of	ADP
esrj-91593	5	20	this	this	DET
esrj-91593	5	21	research	research	NOUN
esrj-91593	5	22	is	be	AUX
esrj-91593	5	23	to	to	PART
esrj-91593	5	24	analyze	analyze	VERB
esrj-91593	5	25	the	the	DET
esrj-91593	5	26	dynamic	dynamic	ADJ
esrj-91593	5	27	degeneration	degeneration	NOUN
esrj-91593	5	28	of	of	ADP
esrj-91593	5	29	loess	loess	NOUN
esrj-91593	5	30	and	and	CCONJ
esrj-91593	5	31	the	the	DET
esrj-91593	5	32	evaluation	evaluation	NOUN
esrj-91593	5	33	method	method	NOUN
esrj-91593	5	34	of	of	ADP
esrj-91593	5	35	field	field	NOUN
esrj-91593	5	36	seismic	seismic	ADJ
esrj-91593	5	37	subsidence	subsidence	NOUN
esrj-91593	5	38	.	.	PUNCT
esrj-91593	6	1	in	in	ADP
esrj-91593	6	2	this	this	DET
esrj-91593	6	3	study	study	NOUN
esrj-91593	6	4	,	,	PUNCT
esrj-91593	6	5	q3	q3	PROPN
esrj-91593	6	6	loess	loess	NOUN
esrj-91593	6	7	is	be	AUX
esrj-91593	6	8	taken	take	VERB
esrj-91593	6	9	as	as	ADP
esrj-91593	6	10	the	the	DET
esrj-91593	6	11	research	research	NOUN
esrj-91593	6	12	object	object	NOUN
esrj-91593	6	13	,	,	PUNCT
esrj-91593	6	14	and	and	CCONJ
esrj-91593	6	15	the	the	DET
esrj-91593	6	16	dynamic	dynamic	ADJ
esrj-91593	6	17	properties	property	NOUN
esrj-91593	6	18	of	of	ADP
esrj-91593	6	19	loess	loess	NOUN
esrj-91593	6	20	with	with	ADP
esrj-91593	6	21	10	10	NUM
esrj-91593	6	22	%	%	NOUN
esrj-91593	6	23	,	,	PUNCT
esrj-91593	6	24	20	20	NUM
esrj-91593	6	25	%	%	NOUN
esrj-91593	6	26	,	,	PUNCT
esrj-91593	6	27	30	30	NUM
esrj-91593	6	28	%	%	NOUN
esrj-91593	6	29	and	and	CCONJ
esrj-91593	6	30	35	35	NUM
esrj-91593	6	31	%	%	NOUN
esrj-91593	6	32	moisture	moisture	NOUN
esrj-91593	6	33	content	content	NOUN
esrj-91593	6	34	are	be	AUX
esrj-91593	6	35	tested	test	VERB
esrj-91593	6	36	by	by	ADP
esrj-91593	6	37	triaxial	triaxial	ADJ
esrj-91593	6	38	experiment	experiment	NOUN
esrj-91593	6	39	.	.	PUNCT
esrj-91593	7	1	in	in	ADP
esrj-91593	7	2	addition	addition	NOUN
esrj-91593	7	3	,	,	PUNCT
esrj-91593	7	4	seismic	seismic	ADJ
esrj-91593	7	5	subsidence	subsidence	NOUN
esrj-91593	7	6	characteristics	characteristic	NOUN
esrj-91593	7	7	of	of	ADP
esrj-91593	7	8	loess	loess	NOUN
esrj-91593	7	9	with	with	ADP
esrj-91593	7	10	dry	dry	ADJ
esrj-91593	7	11	densities	density	NOUN
esrj-91593	7	12	of	of	ADP
esrj-91593	7	13	1.4g	1.4g	NUM
esrj-91593	7	14	/	/	SYM
esrj-91593	7	15	cm3	cm3	NOUN
esrj-91593	7	16	,	,	PUNCT
esrj-91593	7	17	1.6g	1.6g	NUM
esrj-91593	7	18	/	/	SYM
esrj-91593	7	19	cm3	cm3	NOUN
esrj-91593	7	20	,	,	PUNCT
esrj-91593	7	21	and	and	CCONJ
esrj-91593	7	22	1.8g	1.8g	NUM
esrj-91593	7	23	/	/	SYM
esrj-91593	7	24	cm3	cm3	NOUN
esrj-91593	7	25	and	and	CCONJ
esrj-91593	7	26	consolidation	consolidation	NOUN
esrj-91593	7	27	stress	stress	NOUN
esrj-91593	7	28	ratios	ratio	NOUN
esrj-91593	7	29	of	of	ADP
esrj-91593	7	30	1.0	1.0	NUM
esrj-91593	7	31	,	,	PUNCT
esrj-91593	7	32	1.2	1.2	NUM
esrj-91593	7	33	,	,	PUNCT
esrj-91593	7	34	1.4	1.4	NUM
esrj-91593	7	35	,	,	PUNCT
esrj-91593	7	36	and	and	CCONJ
esrj-91593	7	37	1.6	1.6	NUM
esrj-91593	7	38	are	be	AUX
esrj-91593	7	39	analyzed	analyze	VERB
esrj-91593	7	40	.	.	PUNCT
esrj-91593	8	1	then	then	ADV
esrj-91593	8	2	the	the	DET
esrj-91593	8	3	simplified	simplified	ADJ
esrj-91593	8	4	seismic	seismic	ADJ
esrj-91593	8	5	subsidence	subsidence	NOUN
esrj-91593	8	6	estimation	estimation	NOUN
esrj-91593	8	7	method	method	NOUN
esrj-91593	8	8	is	be	AUX
esrj-91593	8	9	used	use	VERB
esrj-91593	8	10	to	to	PART
esrj-91593	8	11	calculate	calculate	VERB
esrj-91593	8	12	the	the	DET
esrj-91593	8	13	relationship	relationship	NOUN
esrj-91593	8	14	between	between	ADP
esrj-91593	8	15	seismic	seismic	ADJ
esrj-91593	8	16	subsidence	subsidence	NOUN
esrj-91593	8	17	coefficients	coefficient	NOUN
esrj-91593	8	18	at	at	ADP
esrj-91593	8	19	different	different	ADJ
esrj-91593	8	20	soil	soil	NOUN
esrj-91593	8	21	depth	depth	NOUN
esrj-91593	8	22	in	in	ADP
esrj-91593	8	23	one	one	NUM
esrj-91593	8	24	dimensional	dimensional	ADJ
esrj-91593	8	25	field	field	NOUN
esrj-91593	8	26	,	,	PUNCT
esrj-91593	8	27	cycle	cycle	NOUN
esrj-91593	8	28	times	time	NOUN
esrj-91593	8	29	,	,	PUNCT
esrj-91593	8	30	and	and	CCONJ
esrj-91593	8	31	subsidence	subsidence	NOUN
esrj-91593	8	32	depth	depth	NOUN
esrj-91593	8	33	.	.	PUNCT
esrj-91593	9	1	the	the	DET
esrj-91593	9	2	results	result	NOUN
esrj-91593	9	3	show	show	VERB
esrj-91593	9	4	that	that	SCONJ
esrj-91593	9	5	the	the	PRON
esrj-91593	9	6	higher	high	ADJ
esrj-91593	9	7	the	the	DET
esrj-91593	9	8	water	water	NOUN
esrj-91593	9	9	content	content	NOUN
esrj-91593	9	10	of	of	ADP
esrj-91593	9	11	loess	loess	NOUN
esrj-91593	9	12	is	be	AUX
esrj-91593	9	13	,	,	PUNCT
esrj-91593	9	14	the	the	PRON
esrj-91593	9	15	greater	great	ADJ
esrj-91593	9	16	the	the	DET
esrj-91593	9	17	change	change	NOUN
esrj-91593	9	18	of	of	ADP
esrj-91593	9	19	seismic	seismic	ADJ
esrj-91593	9	20	subsidence	subsidence	NOUN
esrj-91593	9	21	appears	appear	VERB
esrj-91593	9	22	.	.	PUNCT
esrj-91593	10	1	the	the	PRON
esrj-91593	10	2	larger	large	ADJ
esrj-91593	10	3	the	the	DET
esrj-91593	10	4	dry	dry	ADJ
esrj-91593	10	5	density	density	NOUN
esrj-91593	10	6	of	of	ADP
esrj-91593	10	7	loess	loess	NOUN
esrj-91593	10	8	is	be	AUX
esrj-91593	10	9	,	,	PUNCT
esrj-91593	10	10	the	the	PRON
esrj-91593	10	11	smaller	small	ADJ
esrj-91593	10	12	the	the	DET
esrj-91593	10	13	change	change	NOUN
esrj-91593	10	14	degree	degree	NOUN
esrj-91593	10	15	of	of	ADP
esrj-91593	10	16	seismic	seismic	ADJ
esrj-91593	10	17	subsidence	subsidence	NOUN
esrj-91593	10	18	appears	appear	VERB
esrj-91593	10	19	.	.	PUNCT
esrj-91593	11	1	the	the	PRON
esrj-91593	11	2	larger	large	ADJ
esrj-91593	11	3	the	the	DET
esrj-91593	11	4	consolidation	consolidation	NOUN
esrj-91593	11	5	stress	stress	NOUN
esrj-91593	11	6	ratio	ratio	NOUN
esrj-91593	11	7	is	be	AUX
esrj-91593	11	8	,	,	PUNCT
esrj-91593	11	9	the	the	PRON
esrj-91593	11	10	greater	great	ADJ
esrj-91593	11	11	the	the	DET
esrj-91593	11	12	change	change	NOUN
esrj-91593	11	13	of	of	ADP
esrj-91593	11	14	seismic	seismic	ADJ
esrj-91593	11	15	subsidence	subsidence	NOUN
esrj-91593	11	16	occurs	occur	VERB
esrj-91593	11	17	in	in	ADP
esrj-91593	11	18	loess	loess	NOUN
esrj-91593	11	19	.	.	PUNCT
esrj-91593	12	1	when	when	SCONJ
esrj-91593	12	2	the	the	DET
esrj-91593	12	3	depth	depth	NOUN
esrj-91593	12	4	of	of	ADP
esrj-91593	12	5	soil	soil	NOUN
esrj-91593	12	6	reaches	reach	VERB
esrj-91593	12	7	9.5	9.5	NUM
esrj-91593	12	8	m	m	NOUN
esrj-91593	12	9	,	,	PUNCT
esrj-91593	12	10	the	the	DET
esrj-91593	12	11	maximum	maximum	ADJ
esrj-91593	12	12	seismic	seismic	ADJ
esrj-91593	12	13	subsidence	subsidence	NOUN
esrj-91593	12	14	coefficient	coefficient	NOUN
esrj-91593	12	15	can	can	AUX
esrj-91593	12	16	reach	reach	VERB
esrj-91593	12	17	0.8	0.8	NUM
esrj-91593	12	18	%	%	NOUN
esrj-91593	12	19	.	.	PUNCT
esrj-91593	13	1	when	when	SCONJ
esrj-91593	13	2	the	the	DET
esrj-91593	13	3	depth	depth	NOUN
esrj-91593	13	4	of	of	ADP
esrj-91593	13	5	soil	soil	NOUN
esrj-91593	13	6	layer	layer	NOUN
esrj-91593	13	7	is	be	AUX
esrj-91593	13	8	10	10	NUM
esrj-91593	13	9	m	m	NOUN
esrj-91593	13	10	,	,	PUNCT
esrj-91593	13	11	the	the	DET
esrj-91593	13	12	degree	degree	NOUN
esrj-91593	13	13	of	of	ADP
esrj-91593	13	14	seismic	seismic	ADJ
esrj-91593	13	15	subsidence	subsidence	NOUN
esrj-91593	13	16	is	be	AUX
esrj-91593	13	17	the	the	DET
esrj-91593	13	18	largest	large	ADJ
esrj-91593	13	19	.	.	PUNCT
esrj-91593	14	1	when	when	SCONJ
esrj-91593	14	2	the	the	DET
esrj-91593	14	3	depth	depth	NOUN
esrj-91593	14	4	of	of	ADP
esrj-91593	14	5	soil	soil	NOUN
esrj-91593	14	6	layer	layer	NOUN
esrj-91593	14	7	is	be	AUX
esrj-91593	14	8	12~16	12~16	NUM
esrj-91593	14	9	m	m	NOUN
esrj-91593	14	10	,	,	PUNCT
esrj-91593	14	11	the	the	DET
esrj-91593	14	12	settlement	settlement	NOUN
esrj-91593	14	13	depth	depth	NOUN
esrj-91593	14	14	caused	cause	VERB
esrj-91593	14	15	by	by	ADP
esrj-91593	14	16	earthquake	earthquake	NOUN
esrj-91593	14	17	subsidence	subsidence	NOUN
esrj-91593	14	18	is	be	AUX
esrj-91593	14	19	small	small	ADJ
esrj-91593	14	20	.	.	PUNCT
esrj-91593	15	1	while	while	SCONJ
esrj-91593	15	2	the	the	DET
esrj-91593	15	3	depth	depth	NOUN
esrj-91593	15	4	of	of	ADP
esrj-91593	15	5	soil	soil	NOUN
esrj-91593	15	6	layer	layer	NOUN
esrj-91593	15	7	is	be	AUX
esrj-91593	15	8	8~12	8~12	NUM
esrj-91593	15	9	m	m	NOUN
esrj-91593	15	10	,	,	PUNCT
esrj-91593	15	11	the	the	DET
esrj-91593	15	12	settlement	settlement	NOUN
esrj-91593	15	13	degree	degree	NOUN
esrj-91593	15	14	is	be	AUX
esrj-91593	15	15	large	large	ADJ
esrj-91593	15	16	.	.	PUNCT
esrj-91593	16	1	abstract	abstract	ADJ
esrj-91593	16	2	analysis	analysis	NOUN
esrj-91593	16	3	and	and	CCONJ
esrj-91593	16	4	evaluation	evaluation	NOUN
esrj-91593	16	5	methods	method	NOUN
esrj-91593	16	6	of	of	ADP
esrj-91593	16	7	seismic	seismic	ADJ
esrj-91593	16	8	subsidence	subsidence	NOUN
esrj-91593	16	9	characteristics	characteristic	NOUN
esrj-91593	16	10	of	of	ADP
esrj-91593	16	11	loess	loess	NOUN
esrj-91593	16	12	and	and	CCONJ
esrj-91593	16	13	field	field	NOUN
esrj-91593	16	14	seismic	seismic	ADJ
esrj-91593	16	15	subsidence	subsidence	NOUN
esrj-91593	16	16	análisis	análisis	NOUN
esrj-91593	16	17	y	y	PROPN
esrj-91593	16	18	métodos	métodos	PROPN
esrj-91593	16	19	de	de	PROPN
esrj-91593	16	20	evaluación	evaluación	PROPN
esrj-91593	16	21	de	de	PROPN
esrj-91593	16	22	las	las	PROPN
esrj-91593	16	23	características	características	X
esrj-91593	16	24	de	de	PROPN
esrj-91593	16	25	subsidencia	subsidencia	PROPN
esrj-91593	16	26	sísmica	sísmica	PROPN
esrj-91593	16	27	en	en	PROPN
esrj-91593	16	28	suelos	suelos	PROPN
esrj-91593	16	29	poco	poco	PROPN
esrj-91593	16	30	compactos	compacto	VERB
esrj-91593	16	31	y	y	PROPN
esrj-91593	16	32	subsidencia	subsidencia	PROPN
esrj-91593	16	33	sísmica	sísmica	PROPN
esrj-91593	16	34	de	de	PROPN
esrj-91593	16	35	campos	campos	PROPN
esrj-91593	16	36	issn	issn	PROPN
esrj-91593	16	37	1794	1794	NUM
esrj-91593	16	38	-	-	SYM
esrj-91593	16	39	6190	6190	NUM
esrj-91593	16	40	e	e	NOUN
esrj-91593	16	41	-	-	NOUN
esrj-91593	16	42	issn	issn	PROPN
esrj-91593	16	43	2339	2339	NUM
esrj-91593	16	44	-	-	SYM
esrj-91593	16	45	3459	3459	NUM
esrj-91593	16	46	https://doi.org/10.15446/esrj.v24n4.91593	https://doi.org/10.15446/esrj.v24n4.91593	NOUN
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esrj-91593	16	49	de	de	PROPN
esrj-91593	16	50	esta	esta	PROPN
esrj-91593	16	51	investigación	investigación	PROPN
esrj-91593	16	52	es	es	PROPN
esrj-91593	16	53	analizar	analizar	PROPN
esrj-91593	16	54	la	la	PROPN
esrj-91593	16	55	dinámica	dinámica	PROPN
esrj-91593	16	56	de	de	PROPN
esrj-91593	16	57	degeneración	degeneración	PROPN
esrj-91593	16	58	de	de	PROPN
esrj-91593	16	59	suelos	suelos	PROPN
esrj-91593	16	60	poco	poco	PROPN
esrj-91593	16	61	compactos	compacto	VERB
esrj-91593	16	62	y	y	PROPN
esrj-91593	16	63	el	el	PROPN
esrj-91593	16	64	método	método	PROPN
esrj-91593	16	65	de	de	X
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esrj-91593	16	67	de	de	PROPN
esrj-91593	16	68	subsidencia	subsidencia	PROPN
esrj-91593	16	69	del	del	PROPN
esrj-91593	16	70	campo	campo	PROPN
esrj-91593	16	71	sísmico	sísmico	PROPN
esrj-91593	16	72	.	.	PUNCT
esrj-91593	17	1	en	en	PROPN
esrj-91593	17	2	este	este	PROPN
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esrj-91593	17	4	,	,	PUNCT
esrj-91593	17	5	suelos	suelos	PROPN
esrj-91593	17	6	poco	poco	PROPN
esrj-91593	17	7	compactos	compactos	PROPN
esrj-91593	17	8	tipo	tipo	PROPN
esrj-91593	17	9	q3	q3	PROPN
esrj-91593	17	10	fueron	fueron	PROPN
esrj-91593	17	11	objeto	objeto	PROPN
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esrj-91593	17	14	,	,	PUNCT
esrj-91593	17	15	y	y	PROPN
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esrj-91593	17	17	propiedades	propiedades	PROPN
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esrj-91593	17	19	de	de	X
esrj-91593	17	20	estos	estos	PROPN
esrj-91593	17	21	suelos	suelos	PROPN
esrj-91593	17	22	con	con	PROPN
esrj-91593	17	23	10	10	NUM
esrj-91593	17	24	,	,	PUNCT
esrj-91593	17	25	20	20	NUM
esrj-91593	17	26	,	,	PUNCT
esrj-91593	17	27	30	30	NUM
esrj-91593	17	28	y	y	PROPN
esrj-91593	17	29	35	35	NUM
esrj-91593	17	30	por	por	NOUN
esrj-91593	17	31	ciento	ciento	X
esrj-91593	17	32	de	de	PROPN
esrj-91593	17	33	contenido	contenido	X
esrj-91593	17	34	de	de	PROPN
esrj-91593	17	35	húmedad	húmedad	PROPN
esrj-91593	17	36	fueron	fueron	PROPN
esrj-91593	17	37	evaluadas	evaluadas	PROPN
esrj-91593	17	38	en	en	ADP
esrj-91593	17	39	experimentos	experimento	NOUN
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esrj-91593	17	41	.	.	PUNCT
esrj-91593	18	1	además	además	PROPN
esrj-91593	18	2	,	,	PUNCT
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esrj-91593	18	8	subsidencia	subsidencia	PROPN
esrj-91593	18	9	sísmica	sísmica	PROPN
esrj-91593	18	10	de	de	PROPN
esrj-91593	18	11	los	los	PROPN
esrj-91593	18	12	suelos	suelos	PROPN
esrj-91593	18	13	poco	poco	PROPN
esrj-91593	18	14	compactos	compactos	PROPN
esrj-91593	18	15	con	con	PROPN
esrj-91593	18	16	densidades	densidades	PROPN
esrj-91593	18	17	secas	secas	VERB
esrj-91593	18	18	de	de	ADP
esrj-91593	18	19	1.4g	1.4g	PROPN
esrj-91593	18	20	/	/	SYM
esrj-91593	18	21	cm3	cm3	NOUN
esrj-91593	18	22	,	,	PUNCT
esrj-91593	18	23	1.6g	1.6g	NUM
esrj-91593	18	24	/	/	SYM
esrj-91593	18	25	cm3	cm3	PROPN
esrj-91593	18	26	,	,	PUNCT
esrj-91593	18	27	y	y	PROPN
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esrj-91593	18	29	/	/	SYM
esrj-91593	18	30	cm3	cm3	PROPN
esrj-91593	18	31	y	y	PROPN
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esrj-91593	18	33	índice	índice	PROPN
esrj-91593	18	34	de	de	X
esrj-91593	18	35	consolidación	consolidación	PROPN
esrj-91593	18	36	de	de	X
esrj-91593	18	37	esfuerzo	esfuerzo	X
esrj-91593	18	38	de	de	X
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esrj-91593	18	40	,	,	PUNCT
esrj-91593	18	41	1.2	1.2	NUM
esrj-91593	18	42	,	,	PUNCT
esrj-91593	18	43	1.4	1.4	NUM
esrj-91593	18	44	y	y	PROPN
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esrj-91593	18	46	.	.	PUNCT
esrj-91593	19	1	luego	luego	PROPN
esrj-91593	19	2	,	,	PUNCT
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esrj-91593	19	5	de	de	X
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esrj-91593	19	7	de	de	X
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esrj-91593	19	9	subsidencia	subsidencia	PROPN
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esrj-91593	19	13	utilizó	utilizó	PROPN
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esrj-91593	19	16	la	la	PROPN
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esrj-91593	19	23	sísmica	sísmica	PROPN
esrj-91593	19	24	en	en	PROPN
esrj-91593	19	25	diferentes	diferentes	PROPN
esrj-91593	19	26	profundidades	profundidade	NOUN
esrj-91593	19	27	en	en	PROPN
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esrj-91593	19	41	.	.	PUNCT
esrj-91593	20	1	los	los	PROPN
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esrj-91593	20	11	de	de	X
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esrj-91593	20	18	es	es	PROPN
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esrj-91593	20	25	.	.	PUNCT
esrj-91593	21	1	y	y	PROPN
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esrj-91593	21	9	de	de	PROPN
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esrj-91593	21	24	.	.	PUNCT
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esrj-91593	22	10	de	de	X
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esrj-91593	22	12	es	es	X
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esrj-91593	22	14	también	también	PROPN
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esrj-91593	22	21	sísmica	sísmica	PROPN
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esrj-91593	25	9	es	es	X
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esrj-91593	27	10	:	:	PUNCT
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esrj-91593	32	15	author	author	NOUN
esrj-91593	32	16	:	:	PUNCT
esrj-91593	32	17	xiatong.yan@126.com	xiatong.yan@126.com	X
esrj-91593	32	18	se	se	PROPN
esrj-91593	32	19	is	be	AUX
esrj-91593	32	20	m	m	VERB
esrj-91593	32	21	o	o	NOUN
esrj-91593	32	22	lo	lo	NOUN
esrj-91593	32	23	g	g	PROPN
esrj-91593	32	24	y	y	PROPN
esrj-91593	32	25	https://doi.org/10.15446/esrj.v24n4.91593	https://doi.org/10.15446/esrj.v24n4.91593	X
esrj-91593	32	26	https://doi.org/10.15446/esrj.v24n4.91593	https://doi.org/10.15446/esrj.v24n4.91593	X
esrj-91593	32	27	1.4g	1.4g	NUM
esrj-91593	32	28	/	/	SYM
esrj-91593	32	29	cm	cm	NOUN
esrj-91593	32	30	1.6g	1.6g	NUM
esrj-91593	32	31	/	/	SYM
esrj-91593	32	32	cm	cm	NUM
esrj-91593	32	33	1.8g	1.8g	NUM
esrj-91593	32	34	/	/	SYM
esrj-91593	32	35	cm	cm	NOUN
esrj-91593	32	36	https://doi.org/10.15446/esrj.v24n4.91593	https://doi.org/10.15446/esrj.v24n4.91593	NOUN
esrj-91593	32	37	1.4g	1.4g	NUM
esrj-91593	32	38	/	/	SYM
esrj-91593	32	39	cm	cm	NOUN
esrj-91593	32	40	1.6g	1.6g	NUM
esrj-91593	32	41	/	/	SYM
esrj-91593	32	42	cm	cm	NUM
esrj-91593	32	43	1.8g	1.8g	PROPN
esrj-91593	32	44	/	/	SYM
esrj-91593	32	45	cm	cm	PROPN
esrj-91593	32	46	486	486	NUM
esrj-91593	32	47	xiaotong	xiaotong	PROPN
esrj-91593	32	48	yan	yan	PROPN
esrj-91593	32	49	,	,	PUNCT
esrj-91593	32	50	shun	shun	PROPN
esrj-91593	32	51	wang	wang	PROPN
esrj-91593	32	52	,	,	PUNCT
esrj-91593	32	53	ningwei	ningwei	VERB
esrj-91593	32	54	wang	wang	PROPN
esrj-91593	32	55	introduction	introduction	NOUN
esrj-91593	32	56	loess	loess	NOUN
esrj-91593	32	57	is	be	AUX
esrj-91593	32	58	a	a	DET
esrj-91593	32	59	kind	kind	NOUN
esrj-91593	32	60	of	of	ADP
esrj-91593	32	61	soil	soil	NOUN
esrj-91593	32	62	with	with	ADP
esrj-91593	32	63	weak	weak	ADJ
esrj-91593	32	64	cementation	cementation	NOUN
esrj-91593	32	65	,	,	PUNCT
esrj-91593	32	66	large	large	ADJ
esrj-91593	32	67	pore	pore	ADJ
esrj-91593	32	68	size	size	NOUN
esrj-91593	32	69	,	,	PUNCT
esrj-91593	32	70	and	and	CCONJ
esrj-91593	32	71	easy	easy	ADJ
esrj-91593	32	72	denaturation	denaturation	NOUN
esrj-91593	32	73	when	when	SCONJ
esrj-91593	32	74	encountering	encounter	VERB
esrj-91593	32	75	water	water	NOUN
esrj-91593	32	76	(	(	PUNCT
esrj-91593	32	77	qiu	qiu	PROPN
esrj-91593	32	78	et	et	PROPN
esrj-91593	32	79	al	al	PROPN
esrj-91593	32	80	.	.	PROPN
esrj-91593	32	81	,	,	PUNCT
esrj-91593	32	82	2018	2018	NUM
esrj-91593	32	83	)	)	PUNCT
esrj-91593	32	84	.	.	PUNCT
esrj-91593	33	1	however	however	ADV
esrj-91593	33	2	,	,	PUNCT
esrj-91593	33	3	under	under	ADP
esrj-91593	33	4	the	the	DET
esrj-91593	33	5	action	action	NOUN
esrj-91593	33	6	of	of	ADP
esrj-91593	33	7	water	water	NOUN
esrj-91593	33	8	and	and	CCONJ
esrj-91593	33	9	dynamic	dynamic	ADJ
esrj-91593	33	10	load	load	NOUN
esrj-91593	33	11	,	,	PUNCT
esrj-91593	33	12	serious	serious	ADJ
esrj-91593	33	13	geological	geological	ADJ
esrj-91593	33	14	disasters	disaster	NOUN
esrj-91593	33	15	such	such	ADJ
esrj-91593	33	16	as	as	ADP
esrj-91593	33	17	collapsibility	collapsibility	NOUN
esrj-91593	33	18	and	and	CCONJ
esrj-91593	33	19	seismic	seismic	ADJ
esrj-91593	33	20	subsidence	subsidence	NOUN
esrj-91593	33	21	would	would	AUX
esrj-91593	33	22	occur	occur	VERB
esrj-91593	33	23	(	(	PUNCT
esrj-91593	33	24	hao	hao	PROPN
esrj-91593	33	25	et	et	PROPN
esrj-91593	33	26	al	al	PROPN
esrj-91593	33	27	.	.	PROPN
esrj-91593	33	28	,	,	PUNCT
esrj-91593	33	29	2018	2018	NUM
esrj-91593	33	30	)	)	PUNCT
esrj-91593	33	31	.	.	PUNCT
esrj-91593	34	1	the	the	DET
esrj-91593	34	2	judgement	judgement	NOUN
esrj-91593	34	3	of	of	ADP
esrj-91593	34	4	seismic	seismic	ADJ
esrj-91593	34	5	subsidence	subsidence	NOUN
esrj-91593	34	6	of	of	ADP
esrj-91593	34	7	loess	loess	NOUN
esrj-91593	34	8	is	be	AUX
esrj-91593	34	9	an	an	DET
esrj-91593	34	10	important	important	ADJ
esrj-91593	34	11	means	mean	NOUN
esrj-91593	34	12	of	of	ADP
esrj-91593	34	13	seismic	seismic	ADJ
esrj-91593	34	14	safety	safety	NOUN
esrj-91593	34	15	evaluation	evaluation	NOUN
esrj-91593	34	16	.	.	PUNCT
esrj-91593	35	1	the	the	DET
esrj-91593	35	2	subsidence	subsidence	NOUN
esrj-91593	35	3	of	of	ADP
esrj-91593	35	4	soil	soil	NOUN
esrj-91593	35	5	under	under	ADP
esrj-91593	35	6	the	the	DET
esrj-91593	35	7	action	action	NOUN
esrj-91593	35	8	of	of	ADP
esrj-91593	35	9	earthquake	earthquake	NOUN
esrj-91593	35	10	is	be	AUX
esrj-91593	35	11	seismic	seismic	ADJ
esrj-91593	35	12	subsidence	subsidence	NOUN
esrj-91593	35	13	.	.	PUNCT
esrj-91593	36	1	due	due	ADP
esrj-91593	36	2	to	to	ADP
esrj-91593	36	3	its	its	PRON
esrj-91593	36	4	unique	unique	ADJ
esrj-91593	36	5	dynamic	dynamic	ADJ
esrj-91593	36	6	characteristics	characteristic	NOUN
esrj-91593	36	7	,	,	PUNCT
esrj-91593	36	8	loess	loess	NOUN
esrj-91593	36	9	is	be	AUX
esrj-91593	36	10	usually	usually	ADV
esrj-91593	36	11	damaged	damage	VERB
esrj-91593	36	12	when	when	SCONJ
esrj-91593	36	13	strong	strong	ADJ
esrj-91593	36	14	earthquakes	earthquake	NOUN
esrj-91593	36	15	occur	occur	VERB
esrj-91593	36	16	(	(	PUNCT
esrj-91593	36	17	cheng	cheng	PROPN
esrj-91593	36	18	et	et	PROPN
esrj-91593	36	19	al	al	PROPN
esrj-91593	36	20	.	.	PROPN
esrj-91593	36	21	,	,	PUNCT
esrj-91593	36	22	2018	2018	NUM
esrj-91593	36	23	)	)	PUNCT
esrj-91593	36	24	.	.	PUNCT
esrj-91593	37	1	at	at	ADP
esrj-91593	37	2	present	present	ADJ
esrj-91593	37	3	,	,	PUNCT
esrj-91593	37	4	some	some	DET
esrj-91593	37	5	experts	expert	NOUN
esrj-91593	37	6	and	and	CCONJ
esrj-91593	37	7	scholars	scholar	NOUN
esrj-91593	37	8	have	have	AUX
esrj-91593	37	9	comprehensively	comprehensively	ADV
esrj-91593	37	10	analyzed	analyze	VERB
esrj-91593	37	11	the	the	DET
esrj-91593	37	12	dynamic	dynamic	ADJ
esrj-91593	37	13	characteristics	characteristic	NOUN
esrj-91593	37	14	of	of	ADP
esrj-91593	37	15	loess	loess	NOUN
esrj-91593	37	16	by	by	ADP
esrj-91593	37	17	the	the	DET
esrj-91593	37	18	triaxial	triaxial	ADJ
esrj-91593	37	19	test	test	NOUN
esrj-91593	37	20	system	system	NOUN
esrj-91593	37	21	.	.	PUNCT
esrj-91593	38	1	the	the	DET
esrj-91593	38	2	specific	specific	ADJ
esrj-91593	38	3	physical	physical	ADJ
esrj-91593	38	4	properties	property	NOUN
esrj-91593	38	5	of	of	ADP
esrj-91593	38	6	loess	loess	NOUN
esrj-91593	38	7	,	,	PUNCT
esrj-91593	38	8	such	such	ADJ
esrj-91593	38	9	as	as	ADP
esrj-91593	38	10	dry	dry	ADJ
esrj-91593	38	11	density	density	NOUN
esrj-91593	38	12	and	and	CCONJ
esrj-91593	38	13	water	water	NOUN
esrj-91593	38	14	content	content	NOUN
esrj-91593	38	15	,	,	PUNCT
esrj-91593	38	16	have	have	VERB
esrj-91593	38	17	a	a	DET
esrj-91593	38	18	great	great	ADJ
esrj-91593	38	19	impact	impact	NOUN
esrj-91593	38	20	on	on	ADP
esrj-91593	38	21	the	the	DET
esrj-91593	38	22	dynamic	dynamic	ADJ
esrj-91593	38	23	characteristics	characteristic	NOUN
esrj-91593	38	24	of	of	ADP
esrj-91593	38	25	loess	loess	NOUN
esrj-91593	38	26	and	and	CCONJ
esrj-91593	38	27	play	play	VERB
esrj-91593	38	28	an	an	DET
esrj-91593	38	29	important	important	ADJ
esrj-91593	38	30	role	role	NOUN
esrj-91593	38	31	in	in	ADP
esrj-91593	38	32	the	the	DET
esrj-91593	38	33	study	study	NOUN
esrj-91593	38	34	of	of	ADP
esrj-91593	38	35	the	the	DET
esrj-91593	38	36	characteristics	characteristic	NOUN
esrj-91593	38	37	of	of	ADP
esrj-91593	38	38	loess	loess	NOUN
esrj-91593	38	39	(	(	PUNCT
esrj-91593	38	40	liu	liu	PROPN
esrj-91593	38	41	et	et	PROPN
esrj-91593	38	42	al	al	PROPN
esrj-91593	38	43	,	,	PUNCT
esrj-91593	38	44	2017	2017	NUM
esrj-91593	38	45	)	)	PUNCT
esrj-91593	38	46	.	.	PUNCT
esrj-91593	39	1	when	when	SCONJ
esrj-91593	39	2	earthquake	earthquake	NOUN
esrj-91593	39	3	subsidence	subsidence	NOUN
esrj-91593	39	4	occurs	occur	VERB
esrj-91593	39	5	,	,	PUNCT
esrj-91593	39	6	the	the	DET
esrj-91593	39	7	soil	soil	NOUN
esrj-91593	39	8	would	would	AUX
esrj-91593	39	9	subside	subside	VERB
esrj-91593	39	10	under	under	ADP
esrj-91593	39	11	the	the	DET
esrj-91593	39	12	action	action	NOUN
esrj-91593	39	13	of	of	ADP
esrj-91593	39	14	dynamic	dynamic	ADJ
esrj-91593	39	15	load	load	NOUN
esrj-91593	39	16	,	,	PUNCT
esrj-91593	39	17	and	and	CCONJ
esrj-91593	39	18	some	some	DET
esrj-91593	39	19	soil	soil	NOUN
esrj-91593	39	20	with	with	ADP
esrj-91593	39	21	high	high	ADJ
esrj-91593	39	22	water	water	NOUN
esrj-91593	39	23	content	content	NOUN
esrj-91593	39	24	would	would	AUX
esrj-91593	39	25	collapse	collapse	VERB
esrj-91593	39	26	due	due	ADP
esrj-91593	39	27	to	to	ADP
esrj-91593	39	28	vibration	vibration	NOUN
esrj-91593	39	29	(	(	PUNCT
esrj-91593	39	30	chen	chen	PROPN
esrj-91593	39	31	et	et	PROPN
esrj-91593	39	32	al	al	PROPN
esrj-91593	39	33	.	.	PROPN
esrj-91593	39	34	,	,	PUNCT
esrj-91593	39	35	2017	2017	NUM
esrj-91593	39	36	)	)	PUNCT
esrj-91593	39	37	.	.	PUNCT
esrj-91593	40	1	dry	dry	ADJ
esrj-91593	40	2	density	density	NOUN
esrj-91593	40	3	is	be	AUX
esrj-91593	40	4	also	also	ADV
esrj-91593	40	5	an	an	DET
esrj-91593	40	6	important	important	ADJ
esrj-91593	40	7	internal	internal	ADJ
esrj-91593	40	8	factor	factor	NOUN
esrj-91593	40	9	that	that	PRON
esrj-91593	40	10	reflects	reflect	VERB
esrj-91593	40	11	the	the	DET
esrj-91593	40	12	seismic	seismic	ADJ
esrj-91593	40	13	subsidence	subsidence	NOUN
esrj-91593	40	14	degeneration	degeneration	NOUN
esrj-91593	40	15	of	of	ADP
esrj-91593	40	16	loess	loess	NOUN
esrj-91593	40	17	.	.	PUNCT
esrj-91593	41	1	the	the	DET
esrj-91593	41	2	seismic	seismic	ADJ
esrj-91593	41	3	subsidence	subsidence	NOUN
esrj-91593	41	4	performance	performance	NOUN
esrj-91593	41	5	can	can	AUX
esrj-91593	41	6	be	be	AUX
esrj-91593	41	7	calculated	calculate	VERB
esrj-91593	41	8	by	by	ADP
esrj-91593	41	9	obtaining	obtain	VERB
esrj-91593	41	10	the	the	DET
esrj-91593	41	11	volume	volume	NOUN
esrj-91593	41	12	strain	strain	NOUN
esrj-91593	41	13	variable	variable	ADJ
esrj-91593	41	14	through	through	ADP
esrj-91593	41	15	the	the	DET
esrj-91593	41	16	dynamic	dynamic	ADJ
esrj-91593	41	17	single	single	ADJ
esrj-91593	41	18	shear	shear	NOUN
esrj-91593	41	19	experiment	experiment	NOUN
esrj-91593	41	20	.	.	PUNCT
esrj-91593	42	1	or	or	CCONJ
esrj-91593	42	2	,	,	PUNCT
esrj-91593	42	3	on	on	ADP
esrj-91593	42	4	the	the	DET
esrj-91593	42	5	basis	basis	NOUN
esrj-91593	42	6	of	of	ADP
esrj-91593	42	7	the	the	DET
esrj-91593	42	8	volume	volume	NOUN
esrj-91593	42	9	strain	strain	VERB
esrj-91593	42	10	variable	variable	ADJ
esrj-91593	42	11	data	datum	NOUN
esrj-91593	42	12	obtained	obtain	VERB
esrj-91593	42	13	from	from	ADP
esrj-91593	42	14	the	the	DET
esrj-91593	42	15	dynamic	dynamic	ADJ
esrj-91593	42	16	single	single	ADJ
esrj-91593	42	17	shear	shear	NOUN
esrj-91593	42	18	experiment	experiment	NOUN
esrj-91593	42	19	,	,	PUNCT
esrj-91593	42	20	the	the	DET
esrj-91593	42	21	incremental	incremental	ADJ
esrj-91593	42	22	calculation	calculation	NOUN
esrj-91593	42	23	equation	equation	NOUN
esrj-91593	42	24	is	be	AUX
esrj-91593	42	25	established	establish	VERB
esrj-91593	42	26	,	,	PUNCT
esrj-91593	42	27	and	and	CCONJ
esrj-91593	42	28	the	the	DET
esrj-91593	42	29	calculation	calculation	NOUN
esrj-91593	42	30	equation	equation	NOUN
esrj-91593	42	31	of	of	ADP
esrj-91593	42	32	seismic	seismic	ADJ
esrj-91593	42	33	subsidence	subsidence	NOUN
esrj-91593	42	34	is	be	AUX
esrj-91593	42	35	established	establish	VERB
esrj-91593	42	36	according	accord	VERB
esrj-91593	42	37	to	to	ADP
esrj-91593	42	38	the	the	DET
esrj-91593	42	39	analysis	analysis	NOUN
esrj-91593	42	40	results	result	NOUN
esrj-91593	42	41	of	of	ADP
esrj-91593	42	42	field	field	NOUN
esrj-91593	42	43	earthquakes	earthquake	NOUN
esrj-91593	42	44	(	(	PUNCT
esrj-91593	42	45	wang	wang	PROPN
esrj-91593	42	46	et	et	PROPN
esrj-91593	42	47	al	al	PROPN
esrj-91593	42	48	.	.	PROPN
esrj-91593	42	49	,	,	PUNCT
esrj-91593	42	50	2017	2017	NUM
esrj-91593	42	51	;	;	PUNCT
esrj-91593	42	52	drzewiecki	drzewiecki	PROPN
esrj-91593	42	53	&	&	CCONJ
esrj-91593	42	54	piernikarczyk	piernikarczyk	NOUN
esrj-91593	42	55	,	,	PUNCT
esrj-91593	42	56	2017	2017	NUM
esrj-91593	42	57	)	)	PUNCT
esrj-91593	42	58	.	.	PUNCT
esrj-91593	43	1	it	it	PRON
esrj-91593	43	2	is	be	AUX
esrj-91593	43	3	mainly	mainly	ADV
esrj-91593	43	4	used	use	VERB
esrj-91593	43	5	to	to	PART
esrj-91593	43	6	analyze	analyze	VERB
esrj-91593	43	7	the	the	DET
esrj-91593	43	8	equivalent	equivalent	ADJ
esrj-91593	43	9	linearized	linearize	VERB
esrj-91593	43	10	site	site	NOUN
esrj-91593	43	11	and	and	CCONJ
esrj-91593	43	12	determine	determine	VERB
esrj-91593	43	13	the	the	DET
esrj-91593	43	14	shear	shear	NOUN
esrj-91593	43	15	strain	strain	NOUN
esrj-91593	43	16	time	time	NOUN
esrj-91593	43	17	history	history	NOUN
esrj-91593	43	18	of	of	ADP
esrj-91593	43	19	different	different	ADJ
esrj-91593	43	20	soil	soil	NOUN
esrj-91593	43	21	layers	layer	NOUN
esrj-91593	43	22	,	,	PUNCT
esrj-91593	43	23	and	and	CCONJ
esrj-91593	43	24	then	then	ADV
esrj-91593	43	25	convert	convert	VERB
esrj-91593	43	26	the	the	DET
esrj-91593	43	27	random	random	ADJ
esrj-91593	43	28	vibration	vibration	NOUN
esrj-91593	43	29	waves	wave	NOUN
esrj-91593	43	30	into	into	ADP
esrj-91593	43	31	harmonics	harmonic	NOUN
esrj-91593	43	32	to	to	PART
esrj-91593	43	33	obtain	obtain	VERB
esrj-91593	43	34	the	the	DET
esrj-91593	43	35	equivalent	equivalent	ADJ
esrj-91593	43	36	shear	shear	NOUN
esrj-91593	43	37	strain	strain	NOUN
esrj-91593	43	38	amplitude	amplitude	NOUN
esrj-91593	43	39	and	and	CCONJ
esrj-91593	43	40	vibration	vibration	NOUN
esrj-91593	43	41	times	time	NOUN
esrj-91593	43	42	.	.	PUNCT
esrj-91593	44	1	under	under	ADP
esrj-91593	44	2	the	the	DET
esrj-91593	44	3	same	same	ADJ
esrj-91593	44	4	vibration	vibration	NOUN
esrj-91593	44	5	condition	condition	NOUN
esrj-91593	44	6	,	,	PUNCT
esrj-91593	44	7	the	the	DET
esrj-91593	44	8	longitudinal	longitudinal	ADJ
esrj-91593	44	9	strain	strain	NOUN
esrj-91593	44	10	value	value	NOUN
esrj-91593	44	11	of	of	ADP
esrj-91593	44	12	vibration	vibration	NOUN
esrj-91593	44	13	is	be	AUX
esrj-91593	44	14	obtained	obtain	VERB
esrj-91593	44	15	through	through	ADP
esrj-91593	44	16	the	the	DET
esrj-91593	44	17	single	single	ADJ
esrj-91593	44	18	shear	shear	NOUN
esrj-91593	44	19	test	test	NOUN
esrj-91593	44	20	of	of	ADP
esrj-91593	44	21	the	the	DET
esrj-91593	44	22	soil	soil	NOUN
esrj-91593	44	23	samples	sample	NOUN
esrj-91593	44	24	in	in	ADP
esrj-91593	44	25	different	different	ADJ
esrj-91593	44	26	soil	soil	NOUN
esrj-91593	44	27	layers	layer	NOUN
esrj-91593	44	28	,	,	PUNCT
esrj-91593	44	29	and	and	CCONJ
esrj-91593	44	30	finally	finally	ADV
esrj-91593	44	31	the	the	DET
esrj-91593	44	32	settlement	settlement	NOUN
esrj-91593	44	33	amount	amount	NOUN
esrj-91593	44	34	of	of	ADP
esrj-91593	44	35	seismic	seismic	ADJ
esrj-91593	44	36	subsidence	subsidence	NOUN
esrj-91593	44	37	under	under	ADP
esrj-91593	44	38	different	different	ADJ
esrj-91593	44	39	soil	soil	NOUN
esrj-91593	44	40	layers	layer	NOUN
esrj-91593	44	41	is	be	AUX
esrj-91593	44	42	analyzed	analyze	VERB
esrj-91593	44	43	and	and	CCONJ
esrj-91593	44	44	calculated	calculate	VERB
esrj-91593	44	45	(	(	PUNCT
esrj-91593	44	46	gao	gao	PROPN
esrj-91593	44	47	et	et	PROPN
esrj-91593	44	48	al	al	PROPN
esrj-91593	44	49	.	.	PROPN
esrj-91593	44	50	,	,	PUNCT
esrj-91593	44	51	2017	2017	NUM
esrj-91593	44	52	)	)	PUNCT
esrj-91593	44	53	.	.	PUNCT
esrj-91593	45	1	the	the	DET
esrj-91593	45	2	simplified	simplified	ADJ
esrj-91593	45	3	seismic	seismic	ADJ
esrj-91593	45	4	subsidence	subsidence	NOUN
esrj-91593	45	5	estimation	estimation	NOUN
esrj-91593	45	6	method	method	NOUN
esrj-91593	45	7	can	can	AUX
esrj-91593	45	8	obtain	obtain	VERB
esrj-91593	45	9	the	the	DET
esrj-91593	45	10	equivalent	equivalent	ADJ
esrj-91593	45	11	shear	shear	NOUN
esrj-91593	45	12	strain	strain	NOUN
esrj-91593	45	13	of	of	ADP
esrj-91593	45	14	the	the	DET
esrj-91593	45	15	soil	soil	NOUN
esrj-91593	45	16	layer	layer	NOUN
esrj-91593	45	17	through	through	ADP
esrj-91593	45	18	shear	shear	NOUN
esrj-91593	45	19	model	model	NOUN
esrj-91593	45	20	,	,	PUNCT
esrj-91593	45	21	maximum	maximum	ADJ
esrj-91593	45	22	ground	ground	NOUN
esrj-91593	45	23	acceleration	acceleration	NOUN
esrj-91593	45	24	,	,	PUNCT
esrj-91593	45	25	overburden	overburden	VERB
esrj-91593	45	26	load	load	NOUN
esrj-91593	45	27	of	of	ADP
esrj-91593	45	28	the	the	DET
esrj-91593	45	29	upper	upper	ADJ
esrj-91593	45	30	soil	soil	NOUN
esrj-91593	45	31	,	,	PUNCT
esrj-91593	45	32	and	and	CCONJ
esrj-91593	45	33	stress	stress	NOUN
esrj-91593	45	34	attenuation	attenuation	NOUN
esrj-91593	45	35	coefficient	coefficient	NOUN
esrj-91593	45	36	.	.	PUNCT
esrj-91593	46	1	according	accord	VERB
esrj-91593	46	2	to	to	ADP
esrj-91593	46	3	the	the	DET
esrj-91593	46	4	relationship	relationship	NOUN
esrj-91593	46	5	between	between	ADP
esrj-91593	46	6	the	the	DET
esrj-91593	46	7	circular	circular	ADJ
esrj-91593	46	8	cycle	cycle	NOUN
esrj-91593	46	9	and	and	CCONJ
esrj-91593	46	10	the	the	DET
esrj-91593	46	11	volume	volume	NOUN
esrj-91593	46	12	strain	strain	NOUN
esrj-91593	46	13	,	,	PUNCT
esrj-91593	46	14	the	the	DET
esrj-91593	46	15	volume	volume	NOUN
esrj-91593	46	16	strain	strain	NOUN
esrj-91593	46	17	value	value	NOUN
esrj-91593	46	18	of	of	ADP
esrj-91593	46	19	equivalent	equivalent	ADJ
esrj-91593	46	20	shear	shear	NOUN
esrj-91593	46	21	strain	strain	NOUN
esrj-91593	46	22	is	be	AUX
esrj-91593	46	23	obtained	obtain	VERB
esrj-91593	46	24	.	.	PUNCT
esrj-91593	47	1	after	after	ADP
esrj-91593	47	2	the	the	DET
esrj-91593	47	3	loading	loading	NOUN
esrj-91593	47	4	cycle	cycle	NOUN
esrj-91593	47	5	,	,	PUNCT
esrj-91593	47	6	the	the	DET
esrj-91593	47	7	volume	volume	NOUN
esrj-91593	47	8	strain	strain	NOUN
esrj-91593	47	9	value	value	NOUN
esrj-91593	47	10	of	of	ADP
esrj-91593	47	11	the	the	DET
esrj-91593	47	12	magnitude	magnitude	NOUN
esrj-91593	47	13	is	be	AUX
esrj-91593	47	14	calculated	calculate	VERB
esrj-91593	47	15	(	(	PUNCT
esrj-91593	47	16	araujo	araujo	PROPN
esrj-91593	47	17	&	&	CCONJ
esrj-91593	47	18	castro	castro	PROPN
esrj-91593	47	19	,	,	PUNCT
esrj-91593	47	20	2017	2017	NUM
esrj-91593	47	21	;	;	PUNCT
esrj-91593	47	22	sarhosis	sarhosis	NOUN
esrj-91593	47	23	et	et	NOUN
esrj-91593	47	24	al	al	PROPN
esrj-91593	47	25	.	.	PROPN
esrj-91593	47	26	,	,	PUNCT
esrj-91593	47	27	2018	2018	NUM
esrj-91593	47	28	)	)	PUNCT
esrj-91593	47	29	.	.	PUNCT
esrj-91593	48	1	in	in	ADP
esrj-91593	48	2	this	this	DET
esrj-91593	48	3	study	study	NOUN
esrj-91593	48	4	,	,	PUNCT
esrj-91593	48	5	by	by	ADP
esrj-91593	48	6	analyzing	analyze	VERB
esrj-91593	48	7	the	the	DET
esrj-91593	48	8	seismic	seismic	ADJ
esrj-91593	48	9	subsidence	subsidence	NOUN
esrj-91593	48	10	characteristics	characteristic	NOUN
esrj-91593	48	11	of	of	ADP
esrj-91593	48	12	loess	loess	NOUN
esrj-91593	48	13	and	and	CCONJ
esrj-91593	48	14	the	the	DET
esrj-91593	48	15	influencing	influence	VERB
esrj-91593	48	16	factors	factor	NOUN
esrj-91593	48	17	of	of	ADP
esrj-91593	48	18	seismic	seismic	ADJ
esrj-91593	48	19	subsidence	subsidence	NOUN
esrj-91593	48	20	,	,	PUNCT
esrj-91593	48	21	the	the	DET
esrj-91593	48	22	seismic	seismic	ADJ
esrj-91593	48	23	subsidence	subsidence	NOUN
esrj-91593	48	24	changes	change	NOUN
esrj-91593	48	25	of	of	ADP
esrj-91593	48	26	loess	loess	NOUN
esrj-91593	48	27	with	with	ADP
esrj-91593	48	28	different	different	ADJ
esrj-91593	48	29	moisture	moisture	NOUN
esrj-91593	48	30	content	content	NOUN
esrj-91593	48	31	,	,	PUNCT
esrj-91593	48	32	dry	dry	ADJ
esrj-91593	48	33	density	density	NOUN
esrj-91593	48	34	,	,	PUNCT
esrj-91593	48	35	and	and	CCONJ
esrj-91593	48	36	consolidation	consolidation	NOUN
esrj-91593	48	37	stress	stress	NOUN
esrj-91593	48	38	ratio	ratio	NOUN
esrj-91593	48	39	are	be	AUX
esrj-91593	48	40	analyzed	analyze	VERB
esrj-91593	48	41	.	.	PUNCT
esrj-91593	49	1	the	the	DET
esrj-91593	49	2	seismic	seismic	ADJ
esrj-91593	49	3	subsidence	subsidence	NOUN
esrj-91593	49	4	characteristics	characteristic	NOUN
esrj-91593	49	5	of	of	ADP
esrj-91593	49	6	onedimensional	onedimensional	ADJ
esrj-91593	49	7	loess	loess	NOUN
esrj-91593	49	8	field	field	NOUN
esrj-91593	49	9	and	and	CCONJ
esrj-91593	49	10	the	the	DET
esrj-91593	49	11	variation	variation	NOUN
esrj-91593	49	12	of	of	ADP
esrj-91593	49	13	seismic	seismic	ADJ
esrj-91593	49	14	subsidence	subsidence	NOUN
esrj-91593	49	15	in	in	ADP
esrj-91593	49	16	different	different	ADJ
esrj-91593	49	17	soil	soil	NOUN
esrj-91593	49	18	layers	layer	NOUN
esrj-91593	49	19	are	be	AUX
esrj-91593	49	20	analyzed	analyze	VERB
esrj-91593	49	21	by	by	ADP
esrj-91593	49	22	the	the	DET
esrj-91593	49	23	simplified	simplified	ADJ
esrj-91593	49	24	seismic	seismic	ADJ
esrj-91593	49	25	subsidence	subsidence	NOUN
esrj-91593	49	26	estimation	estimation	NOUN
esrj-91593	49	27	method	method	NOUN
esrj-91593	49	28	.	.	PUNCT
esrj-91593	50	1	this	this	DET
esrj-91593	50	2	study	study	NOUN
esrj-91593	50	3	aims	aim	VERB
esrj-91593	50	4	to	to	PART
esrj-91593	50	5	provide	provide	VERB
esrj-91593	50	6	theoretical	theoretical	ADJ
esrj-91593	50	7	basis	basis	NOUN
esrj-91593	50	8	for	for	ADP
esrj-91593	50	9	the	the	DET
esrj-91593	50	10	subsequent	subsequent	ADJ
esrj-91593	50	11	analysis	analysis	NOUN
esrj-91593	50	12	of	of	ADP
esrj-91593	50	13	loess	loess	PROPN
esrj-91593	50	14	seismic	seismic	ADJ
esrj-91593	50	15	subsidence	subsidence	NOUN
esrj-91593	50	16	characteristics	characteristic	NOUN
esrj-91593	50	17	and	and	CCONJ
esrj-91593	50	18	field	field	NOUN
esrj-91593	50	19	earthquakes	earthquake	NOUN
esrj-91593	50	20	.	.	PUNCT
esrj-91593	51	1	methodology	methodology	NOUN
esrj-91593	51	2	characteristics	characteristic	NOUN
esrj-91593	51	3	and	and	CCONJ
esrj-91593	51	4	influencing	influence	VERB
esrj-91593	51	5	factors	factor	NOUN
esrj-91593	51	6	of	of	ADP
esrj-91593	51	7	loess	loess	PROPN
esrj-91593	51	8	seismic	seismic	ADJ
esrj-91593	51	9	subsidence	subsidence	NOUN
esrj-91593	51	10	the	the	DET
esrj-91593	51	11	main	main	ADJ
esrj-91593	51	12	mechanism	mechanism	NOUN
esrj-91593	51	13	,	,	PUNCT
esrj-91593	51	14	disaster	disaster	NOUN
esrj-91593	51	15	development	development	NOUN
esrj-91593	51	16	mode	mode	NOUN
esrj-91593	51	17	,	,	PUNCT
esrj-91593	51	18	and	and	CCONJ
esrj-91593	51	19	disaster	disaster	NOUN
esrj-91593	51	20	types	type	NOUN
esrj-91593	51	21	of	of	ADP
esrj-91593	51	22	loess	loess	PROPN
esrj-91593	51	23	seismic	seismic	ADJ
esrj-91593	51	24	subsidence	subsidence	NOUN
esrj-91593	51	25	are	be	AUX
esrj-91593	51	26	influenced	influence	VERB
esrj-91593	51	27	by	by	ADP
esrj-91593	51	28	the	the	DET
esrj-91593	51	29	material	material	NOUN
esrj-91593	51	30	index	index	NOUN
esrj-91593	51	31	of	of	ADP
esrj-91593	51	32	soil	soil	NOUN
esrj-91593	51	33	,	,	PUNCT
esrj-91593	51	34	topographic	topographic	ADJ
esrj-91593	51	35	characteristics	characteristic	NOUN
esrj-91593	51	36	of	of	ADP
esrj-91593	51	37	loess	loess	NOUN
esrj-91593	51	38	field	field	NOUN
esrj-91593	51	39	,	,	PUNCT
esrj-91593	51	40	and	and	CCONJ
esrj-91593	51	41	earthquake	earthquake	NOUN
esrj-91593	51	42	.	.	PUNCT
esrj-91593	52	1	when	when	SCONJ
esrj-91593	52	2	loess	loess	PROPN
esrj-91593	52	3	earthquake	earthquake	NOUN
esrj-91593	52	4	subsidence	subsidence	NOUN
esrj-91593	52	5	occurs	occur	VERB
esrj-91593	52	6	,	,	PUNCT
esrj-91593	52	7	soil	soil	NOUN
esrj-91593	52	8	quality	quality	NOUN
esrj-91593	52	9	can	can	AUX
esrj-91593	52	10	significantly	significantly	ADV
esrj-91593	52	11	affect	affect	VERB
esrj-91593	52	12	the	the	DET
esrj-91593	52	13	intensity	intensity	NOUN
esrj-91593	52	14	of	of	ADP
esrj-91593	52	15	earthquake	earthquake	NOUN
esrj-91593	52	16	and	and	CCONJ
esrj-91593	52	17	the	the	DET
esrj-91593	52	18	severity	severity	NOUN
esrj-91593	52	19	of	of	ADP
esrj-91593	52	20	earthquake	earthquake	NOUN
esrj-91593	52	21	subsidence	subsidence	NOUN
esrj-91593	52	22	.	.	PUNCT
esrj-91593	53	1	the	the	DET
esrj-91593	53	2	degree	degree	NOUN
esrj-91593	53	3	of	of	ADP
esrj-91593	53	4	loess	loess	NOUN
esrj-91593	53	5	earthquake	earthquake	NOUN
esrj-91593	53	6	subsidence	subsidence	NOUN
esrj-91593	53	7	is	be	AUX
esrj-91593	53	8	obviously	obviously	ADV
esrj-91593	53	9	different	different	ADJ
esrj-91593	53	10	in	in	ADP
esrj-91593	53	11	different	different	ADJ
esrj-91593	53	12	areas	area	NOUN
esrj-91593	53	13	.	.	PUNCT
esrj-91593	54	1	different	different	ADJ
esrj-91593	54	2	forces	force	NOUN
esrj-91593	54	3	act	act	VERB
esrj-91593	54	4	on	on	ADP
esrj-91593	54	5	the	the	DET
esrj-91593	54	6	primary	primary	ADJ
esrj-91593	54	7	structure	structure	NOUN
esrj-91593	54	8	of	of	ADP
esrj-91593	54	9	loess	loess	NOUN
esrj-91593	54	10	during	during	ADP
esrj-91593	54	11	the	the	DET
esrj-91593	54	12	earthquake	earthquake	NOUN
esrj-91593	54	13	.	.	PUNCT
esrj-91593	55	1	when	when	SCONJ
esrj-91593	55	2	the	the	DET
esrj-91593	55	3	external	external	ADJ
esrj-91593	55	4	force	force	NOUN
esrj-91593	55	5	exceeds	exceed	VERB
esrj-91593	55	6	the	the	DET
esrj-91593	55	7	connection	connection	NOUN
esrj-91593	55	8	strength	strength	NOUN
esrj-91593	55	9	between	between	ADP
esrj-91593	55	10	the	the	DET
esrj-91593	55	11	soil	soil	NOUN
esrj-91593	55	12	particles	particle	NOUN
esrj-91593	55	13	,	,	PUNCT
esrj-91593	55	14	the	the	DET
esrj-91593	55	15	pores	pore	NOUN
esrj-91593	55	16	in	in	ADP
esrj-91593	55	17	the	the	DET
esrj-91593	55	18	primary	primary	ADJ
esrj-91593	55	19	structure	structure	NOUN
esrj-91593	55	20	of	of	ADP
esrj-91593	55	21	loess	loess	NOUN
esrj-91593	55	22	would	would	AUX
esrj-91593	55	23	be	be	AUX
esrj-91593	55	24	destroyed	destroy	VERB
esrj-91593	55	25	and	and	CCONJ
esrj-91593	55	26	the	the	DET
esrj-91593	55	27	soil	soil	NOUN
esrj-91593	55	28	particles	particle	NOUN
esrj-91593	55	29	would	would	AUX
esrj-91593	55	30	be	be	AUX
esrj-91593	55	31	rearranged	rearrange	VERB
esrj-91593	55	32	.	.	PUNCT
esrj-91593	56	1	at	at	ADP
esrj-91593	56	2	this	this	DET
esrj-91593	56	3	time	time	NOUN
esrj-91593	56	4	,	,	PUNCT
esrj-91593	56	5	the	the	DET
esrj-91593	56	6	surface	surface	NOUN
esrj-91593	56	7	would	would	AUX
esrj-91593	56	8	show	show	VERB
esrj-91593	56	9	sudden	sudden	ADJ
esrj-91593	56	10	settlement	settlement	NOUN
esrj-91593	56	11	.	.	PUNCT
esrj-91593	57	1	seismic	seismic	ADJ
esrj-91593	57	2	subsidence	subsidence	NOUN
esrj-91593	57	3	in	in	ADP
esrj-91593	57	4	loess	loess	NOUN
esrj-91593	57	5	is	be	AUX
esrj-91593	57	6	the	the	DET
esrj-91593	57	7	result	result	NOUN
esrj-91593	57	8	of	of	ADP
esrj-91593	57	9	the	the	DET
esrj-91593	57	10	interaction	interaction	NOUN
esrj-91593	57	11	of	of	ADP
esrj-91593	57	12	various	various	ADJ
esrj-91593	57	13	factors	factor	NOUN
esrj-91593	57	14	,	,	PUNCT
esrj-91593	57	15	and	and	CCONJ
esrj-91593	57	16	the	the	DET
esrj-91593	57	17	difference	difference	NOUN
esrj-91593	57	18	in	in	ADP
esrj-91593	57	19	soil	soil	NOUN
esrj-91593	57	20	structure	structure	NOUN
esrj-91593	57	21	has	have	VERB
esrj-91593	57	22	a	a	DET
esrj-91593	57	23	significant	significant	ADJ
esrj-91593	57	24	impact	impact	NOUN
esrj-91593	57	25	on	on	ADP
esrj-91593	57	26	the	the	DET
esrj-91593	57	27	occurrence	occurrence	NOUN
esrj-91593	57	28	of	of	ADP
esrj-91593	57	29	seismic	seismic	ADJ
esrj-91593	57	30	subsidence	subsidence	NOUN
esrj-91593	57	31	,	,	PUNCT
esrj-91593	57	32	such	such	ADJ
esrj-91593	57	33	as	as	ADP
esrj-91593	57	34	the	the	DET
esrj-91593	57	35	water	water	NOUN
esrj-91593	57	36	content	content	NOUN
esrj-91593	57	37	and	and	CCONJ
esrj-91593	57	38	pore	pore	ADJ
esrj-91593	57	39	ratio	ratio	NOUN
esrj-91593	57	40	of	of	ADP
esrj-91593	57	41	soil	soil	NOUN
esrj-91593	57	42	particles	particle	NOUN
esrj-91593	57	43	.	.	PUNCT
esrj-91593	58	1	loess	loess	NOUN
esrj-91593	58	2	is	be	AUX
esrj-91593	58	3	composed	compose	VERB
esrj-91593	58	4	of	of	ADP
esrj-91593	58	5	grain	grain	NOUN
esrj-91593	58	6	size	size	NOUN
esrj-91593	58	7	,	,	PUNCT
esrj-91593	58	8	and	and	CCONJ
esrj-91593	58	9	the	the	DET
esrj-91593	58	10	content	content	NOUN
esrj-91593	58	11	of	of	ADP
esrj-91593	58	12	clay	clay	NOUN
esrj-91593	58	13	between	between	ADP
esrj-91593	58	14	soil	soil	NOUN
esrj-91593	58	15	grains	grain	NOUN
esrj-91593	58	16	has	have	VERB
esrj-91593	58	17	a	a	DET
esrj-91593	58	18	great	great	ADJ
esrj-91593	58	19	influence	influence	NOUN
esrj-91593	58	20	on	on	ADP
esrj-91593	58	21	the	the	DET
esrj-91593	58	22	occurrence	occurrence	NOUN
esrj-91593	58	23	of	of	ADP
esrj-91593	58	24	seismic	seismic	ADJ
esrj-91593	58	25	subsidence	subsidence	NOUN
esrj-91593	58	26	.	.	PUNCT
esrj-91593	59	1	the	the	DET
esrj-91593	59	2	loess	loess	NOUN
esrj-91593	59	3	with	with	ADP
esrj-91593	59	4	different	different	ADJ
esrj-91593	59	5	water	water	NOUN
esrj-91593	59	6	content	content	NOUN
esrj-91593	59	7	would	would	AUX
esrj-91593	59	8	also	also	ADV
esrj-91593	59	9	exhibit	exhibit	VERB
esrj-91593	59	10	different	different	ADJ
esrj-91593	59	11	kinetic	kinetic	ADJ
esrj-91593	59	12	characteristics	characteristic	NOUN
esrj-91593	59	13	,	,	PUNCT
esrj-91593	59	14	and	and	CCONJ
esrj-91593	59	15	the	the	DET
esrj-91593	59	16	seismic	seismic	ADJ
esrj-91593	59	17	subsidence	subsidence	NOUN
esrj-91593	59	18	of	of	ADP
esrj-91593	59	19	loess	loess	NOUN
esrj-91593	59	20	would	would	AUX
esrj-91593	59	21	increase	increase	VERB
esrj-91593	59	22	with	with	ADP
esrj-91593	59	23	the	the	DET
esrj-91593	59	24	increase	increase	NOUN
esrj-91593	59	25	of	of	ADP
esrj-91593	59	26	water	water	NOUN
esrj-91593	59	27	content	content	NOUN
esrj-91593	59	28	of	of	ADP
esrj-91593	59	29	soil	soil	NOUN
esrj-91593	59	30	.	.	PUNCT
esrj-91593	60	1	when	when	SCONJ
esrj-91593	60	2	the	the	DET
esrj-91593	60	3	pore	pore	ADJ
esrj-91593	60	4	ratio	ratio	NOUN
esrj-91593	60	5	is	be	AUX
esrj-91593	60	6	greater	great	ADJ
esrj-91593	60	7	than	than	ADP
esrj-91593	60	8	0.75	0.75	NUM
esrj-91593	60	9	,	,	PUNCT
esrj-91593	60	10	the	the	DET
esrj-91593	60	11	seismic	seismic	ADJ
esrj-91593	60	12	subsidence	subsidence	NOUN
esrj-91593	60	13	would	would	AUX
esrj-91593	60	14	increase	increase	VERB
esrj-91593	60	15	with	with	ADP
esrj-91593	60	16	the	the	DET
esrj-91593	60	17	increase	increase	NOUN
esrj-91593	60	18	of	of	ADP
esrj-91593	60	19	the	the	DET
esrj-91593	60	20	pore	pore	ADJ
esrj-91593	60	21	ratio	ratio	NOUN
esrj-91593	60	22	of	of	ADP
esrj-91593	60	23	soil	soil	NOUN
esrj-91593	60	24	particles	particle	NOUN
esrj-91593	60	25	.	.	PUNCT
esrj-91593	61	1	seismic	seismic	ADJ
esrj-91593	61	2	subsidence	subsidence	NOUN
esrj-91593	61	3	test	test	NOUN
esrj-91593	61	4	of	of	ADP
esrj-91593	61	5	loess	loess	NOUN
esrj-91593	61	6	under	under	ADP
esrj-91593	61	7	different	different	ADJ
esrj-91593	61	8	conditions	condition	NOUN
esrj-91593	61	9	generally	generally	ADV
esrj-91593	61	10	speaking	speak	VERB
esrj-91593	61	11	,	,	PUNCT
esrj-91593	61	12	residual	residual	ADJ
esrj-91593	61	13	strain	strain	NOUN
esrj-91593	61	14	is	be	AUX
esrj-91593	61	15	used	use	VERB
esrj-91593	61	16	for	for	ADP
esrj-91593	61	17	the	the	DET
esrj-91593	61	18	representation	representation	NOUN
esrj-91593	61	19	of	of	ADP
esrj-91593	61	20	loess	loess	PROPN
esrj-91593	61	21	earthquake	earthquake	NOUN
esrj-91593	61	22	subsidence	subsidence	NOUN
esrj-91593	61	23	,	,	PUNCT
esrj-91593	61	24	and	and	CCONJ
esrj-91593	61	25	the	the	DET
esrj-91593	61	26	electro	electro	ADJ
esrj-91593	61	27	-	-	PUNCT
esrj-91593	61	28	hydraulic	hydraulic	NOUN
esrj-91593	61	29	servo	servo	NOUN
esrj-91593	61	30	dynamic	dynamic	ADJ
esrj-91593	61	31	triaxial	triaxial	NOUN
esrj-91593	61	32	testing	testing	NOUN
esrj-91593	61	33	machine	machine	NOUN
esrj-91593	61	34	controlled	control	VERB
esrj-91593	61	35	by	by	ADP
esrj-91593	61	36	microcomputer	microcomputer	NOUN
esrj-91593	61	37	(	(	PUNCT
esrj-91593	61	38	xi’an	xi’an	PROPN
esrj-91593	61	39	lichuang	lichuang	PROPN
esrj-91593	61	40	,	,	PUNCT
esrj-91593	61	41	china	china	PROPN
esrj-91593	61	42	)	)	PUNCT
esrj-91593	61	43	is	be	AUX
esrj-91593	61	44	adopted	adopt	VERB
esrj-91593	61	45	for	for	ADP
esrj-91593	61	46	the	the	DET
esrj-91593	61	47	test	test	NOUN
esrj-91593	61	48	.	.	PUNCT
esrj-91593	62	1	during	during	ADP
esrj-91593	62	2	the	the	DET
esrj-91593	62	3	test	test	NOUN
esrj-91593	62	4	,	,	PUNCT
esrj-91593	62	5	the	the	DET
esrj-91593	62	6	ratio	ratio	NOUN
esrj-91593	62	7	of	of	ADP
esrj-91593	62	8	fixed	fix	VERB
esrj-91593	62	9	junction	junction	NOUN
esrj-91593	62	10	stress	stress	NOUN
esrj-91593	62	11	of	of	ADP
esrj-91593	62	12	loess	loess	NOUN
esrj-91593	62	13	samples	sample	NOUN
esrj-91593	62	14	is	be	AUX
esrj-91593	62	15	not	not	PART
esrj-91593	62	16	equal	equal	ADJ
esrj-91593	62	17	to	to	ADP
esrj-91593	62	18	1	1	NUM
esrj-91593	62	19	,	,	PUNCT
esrj-91593	62	20	and	and	CCONJ
esrj-91593	62	21	the	the	DET
esrj-91593	62	22	center	center	NOUN
esrj-91593	62	23	of	of	ADP
esrj-91593	62	24	dynamic	dynamic	ADJ
esrj-91593	62	25	strain	strain	NOUN
esrj-91593	62	26	amplitude	amplitude	NOUN
esrj-91593	62	27	would	would	AUX
esrj-91593	62	28	move	move	VERB
esrj-91593	62	29	in	in	ADP
esrj-91593	62	30	the	the	DET
esrj-91593	62	31	direction	direction	NOUN
esrj-91593	62	32	of	of	ADP
esrj-91593	62	33	compression	compression	NOUN
esrj-91593	62	34	with	with	ADP
esrj-91593	62	35	the	the	DET
esrj-91593	62	36	cyclic	cyclic	ADJ
esrj-91593	62	37	action	action	NOUN
esrj-91593	62	38	of	of	ADP
esrj-91593	62	39	dynamic	dynamic	ADJ
esrj-91593	62	40	stress	stress	NOUN
esrj-91593	62	41	.	.	PUNCT
esrj-91593	63	1	accumulated	accumulate	VERB
esrj-91593	63	2	residual	residual	ADJ
esrj-91593	63	3	strain	strain	NOUN
esrj-91593	63	4	that	that	PRON
esrj-91593	63	5	ca	can	AUX
esrj-91593	63	6	n’t	not	PART
esrj-91593	63	7	be	be	AUX
esrj-91593	63	8	completely	completely	ADV
esrj-91593	63	9	recovered	recover	VERB
esrj-91593	63	10	would	would	AUX
esrj-91593	63	11	occur	occur	VERB
esrj-91593	63	12	in	in	ADP
esrj-91593	63	13	the	the	DET
esrj-91593	63	14	loess	loess	NOUN
esrj-91593	63	15	after	after	SCONJ
esrj-91593	63	16	the	the	DET
esrj-91593	63	17	cycle	cycle	NOUN
esrj-91593	63	18	stops	stop	VERB
esrj-91593	63	19	.	.	PUNCT
esrj-91593	64	1	the	the	DET
esrj-91593	64	2	residual	residual	ADJ
esrj-91593	64	3	strain	strain	NOUN
esrj-91593	64	4	can	can	AUX
esrj-91593	64	5	be	be	AUX
esrj-91593	64	6	expressed	express	VERB
esrj-91593	64	7	as	as	ADP
esrj-91593	64	8	equation	equation	NOUN
esrj-91593	64	9	1	1	NUM
esrj-91593	64	10	:	:	PUNCT
esrj-91593	64	11	µr	µr	ADP
esrj-91593	64	12	n	n	PRON
esrj-91593	64	13	h	h	NOUN
esrj-91593	64	14	h	h	NOUN
esrj-91593	64	15	h	h	NOUN
esrj-91593	64	16	(	(	PUNCT
esrj-91593	64	17	)	)	PUNCT
esrj-91593	64	18	=	=	SYM
esrj-91593	65	1	−	−	PROPN
esrj-91593	65	2	(	(	PUNCT
esrj-91593	65	3	1	1	NUM
esrj-91593	65	4	)	)	PUNCT
esrj-91593	65	5	among	among	ADP
esrj-91593	65	6	them	they	PRON
esrj-91593	65	7	,	,	PUNCT
esrj-91593	65	8	εr(n	εr(n	X
esrj-91593	65	9	)	)	PUNCT
esrj-91593	65	10	is	be	AUX
esrj-91593	65	11	the	the	DET
esrj-91593	65	12	residual	residual	ADJ
esrj-91593	65	13	strain	strain	NOUN
esrj-91593	65	14	,	,	PUNCT
esrj-91593	65	15	that	that	ADV
esrj-91593	65	16	is	is	ADV
esrj-91593	65	17	,	,	PUNCT
esrj-91593	65	18	the	the	DET
esrj-91593	65	19	seismic	seismic	ADJ
esrj-91593	65	20	subsidence	subsidence	NOUN
esrj-91593	65	21	coefficient	coefficient	NOUN
esrj-91593	65	22	,	,	PUNCT
esrj-91593	65	23	h	h	NOUN
esrj-91593	65	24	is	be	AUX
esrj-91593	65	25	the	the	DET
esrj-91593	65	26	height	height	NOUN
esrj-91593	65	27	of	of	ADP
esrj-91593	65	28	the	the	DET
esrj-91593	65	29	loess	loess	NOUN
esrj-91593	65	30	sample	sample	NOUN
esrj-91593	65	31	before	before	ADP
esrj-91593	65	32	the	the	DET
esrj-91593	65	33	dynamic	dynamic	ADJ
esrj-91593	65	34	load	load	NOUN
esrj-91593	65	35	,	,	PUNCT
esrj-91593	65	36	and	and	CCONJ
esrj-91593	65	37	h	h	NOUN
esrj-91593	65	38	is	be	AUX
esrj-91593	65	39	the	the	DET
esrj-91593	65	40	height	height	NOUN
esrj-91593	65	41	of	of	ADP
esrj-91593	65	42	the	the	DET
esrj-91593	65	43	loess	loess	NOUN
esrj-91593	65	44	sample	sample	NOUN
esrj-91593	65	45	after	after	ADP
esrj-91593	65	46	dynamic	dynamic	ADJ
esrj-91593	65	47	loading	loading	NOUN
esrj-91593	65	48	.	.	PUNCT
esrj-91593	66	1	figure	figure	NOUN
esrj-91593	66	2	1a	1a	PROPN
esrj-91593	66	3	shows	show	VERB
esrj-91593	66	4	the	the	DET
esrj-91593	66	5	relationship	relationship	NOUN
esrj-91593	66	6	between	between	ADP
esrj-91593	66	7	the	the	DET
esrj-91593	66	8	time	time	NOUN
esrj-91593	66	9	course	course	NOUN
esrj-91593	66	10	of	of	ADP
esrj-91593	66	11	loess	loess	NOUN
esrj-91593	66	12	dynamic	dynamic	ADJ
esrj-91593	66	13	strain	strain	NOUN
esrj-91593	66	14	and	and	CCONJ
esrj-91593	66	15	the	the	DET
esrj-91593	66	16	number	number	NOUN
esrj-91593	66	17	of	of	ADP
esrj-91593	66	18	vibration	vibration	NOUN
esrj-91593	66	19	with	with	ADP
esrj-91593	66	20	the	the	DET
esrj-91593	66	21	passage	passage	NOUN
esrj-91593	66	22	of	of	ADP
esrj-91593	66	23	cycle	cycle	NOUN
esrj-91593	66	24	number	number	NOUN
esrj-91593	66	25	n.	n.	NOUN
esrj-91593	66	26	it	it	PRON
esrj-91593	66	27	can	can	AUX
esrj-91593	66	28	be	be	AUX
esrj-91593	66	29	observed	observe	VERB
esrj-91593	66	30	from	from	ADP
esrj-91593	66	31	figure	figure	NOUN
esrj-91593	66	32	1b	1b	NUM
esrj-91593	66	33	that	that	SCONJ
esrj-91593	66	34	after	after	SCONJ
esrj-91593	66	35	n	n	X
esrj-91593	66	36	cycles	cycle	NOUN
esrj-91593	66	37	stop	stop	VERB
esrj-91593	66	38	,	,	PUNCT
esrj-91593	66	39	the	the	DET
esrj-91593	66	40	accumulated	accumulate	VERB
esrj-91593	66	41	residual	residual	ADJ
esrj-91593	66	42	strain	strain	NOUN
esrj-91593	66	43	value	value	NOUN
esrj-91593	66	44	of	of	ADP
esrj-91593	66	45	loess	loess	NOUN
esrj-91593	66	46	is	be	AUX
esrj-91593	66	47	the	the	DET
esrj-91593	66	48	corresponding	corresponding	ADJ
esrj-91593	66	49	strain	strain	NOUN
esrj-91593	66	50	value	value	NOUN
esrj-91593	66	51	when	when	SCONJ
esrj-91593	66	52	the	the	DET
esrj-91593	66	53	dynamic	dynamic	ADJ
esrj-91593	66	54	stress	stress	NOUN
esrj-91593	66	55	under	under	ADP
esrj-91593	66	56	this	this	DET
esrj-91593	66	57	cycle	cycle	NOUN
esrj-91593	66	58	number	number	NOUN
esrj-91593	66	59	is	be	AUX
esrj-91593	66	60	equal	equal	ADJ
esrj-91593	66	61	to	to	ADP
esrj-91593	66	62	0	0	NUM
esrj-91593	66	63	.	.	PUNCT
esrj-91593	67	1	the	the	DET
esrj-91593	67	2	q3	q3	PROPN
esrj-91593	67	3	loess	loess	NOUN
esrj-91593	67	4	,	,	PUNCT
esrj-91593	67	5	which	which	PRON
esrj-91593	67	6	is	be	AUX
esrj-91593	67	7	3.5	3.5	NUM
esrj-91593	67	8	m	m	NOUN
esrj-91593	67	9	in	in	ADP
esrj-91593	67	10	the	the	DET
esrj-91593	67	11	third	third	ADJ
esrj-91593	67	12	terrace	terrace	NOUN
esrj-91593	67	13	of	of	ADP
esrj-91593	67	14	the	the	DET
esrj-91593	67	15	xxx	xxx	PROPN
esrj-91593	67	16	river	river	PROPN
esrj-91593	67	17	,	,	PUNCT
esrj-91593	67	18	is	be	AUX
esrj-91593	67	19	collected	collect	VERB
esrj-91593	67	20	from	from	ADP
esrj-91593	67	21	xxx	xxx	PROPN
esrj-91593	67	22	county	county	PROPN
esrj-91593	67	23	of	of	ADP
esrj-91593	67	24	xxx	xxx	PROPN
esrj-91593	67	25	city	city	PROPN
esrj-91593	67	26	.	.	PUNCT
esrj-91593	68	1	the	the	DET
esrj-91593	68	2	loess	loess	NOUN
esrj-91593	68	3	structure	structure	NOUN
esrj-91593	68	4	is	be	AUX
esrj-91593	68	5	loose	loose	ADJ
esrj-91593	68	6	.	.	PUNCT
esrj-91593	69	1	after	after	ADP
esrj-91593	69	2	testing	testing	NOUN
esrj-91593	69	3	,	,	PUNCT
esrj-91593	69	4	it	it	PRON
esrj-91593	69	5	was	be	AUX
esrj-91593	69	6	found	find	VERB
esrj-91593	69	7	that	that	SCONJ
esrj-91593	69	8	the	the	DET
esrj-91593	69	9	selected	select	VERB
esrj-91593	69	10	loess	loess	NOUN
esrj-91593	69	11	has	have	VERB
esrj-91593	69	12	a	a	DET
esrj-91593	69	13	natural	natural	ADJ
esrj-91593	69	14	water	water	NOUN
esrj-91593	69	15	content	content	NOUN
esrj-91593	69	16	of	of	ADP
esrj-91593	69	17	about	about	ADP
esrj-91593	69	18	11.98	11.98	NUM
esrj-91593	69	19	%	%	NOUN
esrj-91593	69	20	,	,	PUNCT
esrj-91593	69	21	a	a	DET
esrj-91593	69	22	dry	dry	ADJ
esrj-91593	69	23	density	density	NOUN
esrj-91593	69	24	of	of	ADP
esrj-91593	69	25	about	about	ADV
esrj-91593	69	26	1.42g	1.42g	NUM
esrj-91593	69	27	/	/	SYM
esrj-91593	69	28	cm3	cm3	NOUN
esrj-91593	69	29	,	,	PUNCT
esrj-91593	69	30	and	and	CCONJ
esrj-91593	69	31	a	a	DET
esrj-91593	69	32	plasticity	plasticity	NOUN
esrj-91593	69	33	index	index	NOUN
esrj-91593	69	34	of	of	ADP
esrj-91593	69	35	7.55	7.55	NUM
esrj-91593	69	36	.	.	PUNCT
esrj-91593	70	1	the	the	DET
esrj-91593	70	2	dynamic	dynamic	ADJ
esrj-91593	70	3	properties	property	NOUN
esrj-91593	70	4	of	of	ADP
esrj-91593	70	5	loess	loess	NOUN
esrj-91593	70	6	with	with	ADP
esrj-91593	70	7	10	10	NUM
esrj-91593	70	8	%	%	NOUN
esrj-91593	70	9	,	,	PUNCT
esrj-91593	70	10	20	20	NUM
esrj-91593	70	11	%	%	NOUN
esrj-91593	70	12	,	,	PUNCT
esrj-91593	70	13	30	30	NUM
esrj-91593	70	14	%	%	NOUN
esrj-91593	70	15	,	,	PUNCT
esrj-91593	70	16	and	and	CCONJ
esrj-91593	70	17	35	35	NUM
esrj-91593	70	18	%	%	NOUN
esrj-91593	70	19	moisture	moisture	NOUN
esrj-91593	70	20	content	content	NOUN
esrj-91593	70	21	are	be	AUX
esrj-91593	70	22	tested	test	VERB
esrj-91593	70	23	,	,	PUNCT
esrj-91593	70	24	and	and	CCONJ
esrj-91593	70	25	seismic	seismic	ADJ
esrj-91593	70	26	subsidence	subsidence	NOUN
esrj-91593	70	27	characteristics	characteristic	NOUN
esrj-91593	70	28	of	of	ADP
esrj-91593	70	29	loess	loess	NOUN
esrj-91593	70	30	with	with	ADP
esrj-91593	70	31	dry	dry	ADJ
esrj-91593	70	32	densities	density	NOUN
esrj-91593	70	33	of	of	ADP
esrj-91593	70	34	1.4g	1.4g	NUM
esrj-91593	70	35	/	/	SYM
esrj-91593	70	36	cm3	cm3	NOUN
esrj-91593	70	37	,	,	PUNCT
esrj-91593	70	38	1.6g	1.6g	NUM
esrj-91593	70	39	/	/	SYM
esrj-91593	70	40	cm3	cm3	NOUN
esrj-91593	70	41	,	,	PUNCT
esrj-91593	70	42	and	and	CCONJ
esrj-91593	70	43	1.8g	1.8g	NUM
esrj-91593	70	44	/	/	SYM
esrj-91593	70	45	cm3	cm3	NOUN
esrj-91593	70	46	and	and	CCONJ
esrj-91593	70	47	consolidation	consolidation	NOUN
esrj-91593	70	48	stress	stress	NOUN
esrj-91593	70	49	ratios	ratio	NOUN
esrj-91593	70	50	of	of	ADP
esrj-91593	70	51	1.0	1.0	NUM
esrj-91593	70	52	,	,	PUNCT
esrj-91593	70	53	1.2	1.2	NUM
esrj-91593	70	54	,	,	PUNCT
esrj-91593	70	55	1.4	1.4	NUM
esrj-91593	70	56	,	,	PUNCT
esrj-91593	70	57	and	and	CCONJ
esrj-91593	70	58	1.6	1.6	NUM
esrj-91593	70	59	are	be	AUX
esrj-91593	70	60	analyzed	analyze	VERB
esrj-91593	70	61	evaluation	evaluation	NOUN
esrj-91593	70	62	of	of	ADP
esrj-91593	70	63	seismic	seismic	ADJ
esrj-91593	70	64	subsidence	subsidence	NOUN
esrj-91593	70	65	of	of	ADP
esrj-91593	70	66	one	one	NUM
esrj-91593	70	67	-	-	PUNCT
esrj-91593	70	68	dimensional	dimensional	ADJ
esrj-91593	70	69	loess	loess	NOUN
esrj-91593	70	70	the	the	DET
esrj-91593	70	71	one	one	NUM
esrj-91593	70	72	-	-	PUNCT
esrj-91593	70	73	dimensional	dimensional	ADJ
esrj-91593	70	74	loess	loess	NOUN
esrj-91593	70	75	site	site	NOUN
esrj-91593	70	76	is	be	AUX
esrj-91593	70	77	shown	show	VERB
esrj-91593	70	78	in	in	ADP
esrj-91593	70	79	figure	figure	NOUN
esrj-91593	70	80	2	2	NUM
esrj-91593	70	81	.	.	PUNCT
esrj-91593	70	82	when	when	SCONJ
esrj-91593	70	83	an	an	DET
esrj-91593	70	84	earthquake	earthquake	NOUN
esrj-91593	70	85	occurs	occur	VERB
esrj-91593	70	86	in	in	ADP
esrj-91593	70	87	a	a	DET
esrj-91593	70	88	one	one	NUM
esrj-91593	70	89	-	-	PUNCT
esrj-91593	70	90	dimensional	dimensional	ADJ
esrj-91593	70	91	field	field	NOUN
esrj-91593	70	92	,	,	PUNCT
esrj-91593	70	93	the	the	DET
esrj-91593	70	94	loess	loess	NOUN
esrj-91593	70	95	layer	layer	NOUN
esrj-91593	70	96	would	would	AUX
esrj-91593	70	97	extend	extend	VERB
esrj-91593	70	98	horizontally	horizontally	ADV
esrj-91593	70	99	in	in	ADP
esrj-91593	70	100	all	all	DET
esrj-91593	70	101	directions	direction	NOUN
esrj-91593	70	102	in	in	ADP
esrj-91593	70	103	the	the	DET
esrj-91593	70	104	same	same	ADJ
esrj-91593	70	105	direction	direction	NOUN
esrj-91593	70	106	and	and	CCONJ
esrj-91593	70	107	be	be	AUX
esrj-91593	70	108	propagated	propagate	VERB
esrj-91593	70	109	by	by	ADP
esrj-91593	70	110	vertical	vertical	ADJ
esrj-91593	70	111	and	and	CCONJ
esrj-91593	70	112	upward	upward	ADJ
esrj-91593	70	113	shear	shear	NOUN
esrj-91593	70	114	waves	wave	NOUN
esrj-91593	70	115	.	.	PUNCT
esrj-91593	71	1	at	at	ADP
esrj-91593	71	2	this	this	DET
esrj-91593	71	3	time	time	NOUN
esrj-91593	71	4	,	,	PUNCT
esrj-91593	71	5	the	the	DET
esrj-91593	71	6	loess	loess	NOUN
esrj-91593	71	7	volume	volume	NOUN
esrj-91593	71	8	would	would	AUX
esrj-91593	71	9	only	only	ADV
esrj-91593	71	10	generate	generate	VERB
esrj-91593	71	11	horizontal	horizontal	ADJ
esrj-91593	71	12	vibrations	vibration	NOUN
esrj-91593	71	13	conducted	conduct	VERB
esrj-91593	71	14	by	by	ADP
esrj-91593	71	15	bedrock	bedrock	NOUN
esrj-91593	71	16	.	.	PUNCT
esrj-91593	72	1	when	when	SCONJ
esrj-91593	72	2	seismic	seismic	ADJ
esrj-91593	72	3	subsidence	subsidence	NOUN
esrj-91593	72	4	occurs	occur	VERB
esrj-91593	72	5	and	and	CCONJ
esrj-91593	72	6	the	the	DET
esrj-91593	72	7	loess	loess	NOUN
esrj-91593	72	8	is	be	AUX
esrj-91593	72	9	of	of	ADP
esrj-91593	72	10	different	different	ADJ
esrj-91593	72	11	densities	density	NOUN
esrj-91593	72	12	and	and	CCONJ
esrj-91593	72	13	of	of	ADP
esrj-91593	72	14	the	the	DET
esrj-91593	72	15	same	same	ADJ
esrj-91593	72	16	type	type	NOUN
esrj-91593	72	17	,	,	PUNCT
esrj-91593	72	18	it	it	PRON
esrj-91593	72	19	can	can	AUX
esrj-91593	72	20	be	be	AUX
esrj-91593	72	21	considered	consider	VERB
esrj-91593	72	22	that	that	SCONJ
esrj-91593	72	23	the	the	DET
esrj-91593	72	24	seismic	seismic	ADJ
esrj-91593	72	25	subsidence	subsidence	NOUN
esrj-91593	72	26	deformation	deformation	NOUN
esrj-91593	72	27	of	of	ADP
esrj-91593	72	28	the	the	DET
esrj-91593	72	29	same	same	ADJ
esrj-91593	72	30	type	type	NOUN
esrj-91593	72	31	of	of	ADP
esrj-91593	72	32	loess	loess	NOUN
esrj-91593	72	33	follows	follow	VERB
esrj-91593	72	34	the	the	DET
esrj-91593	72	35	ratio	ratio	NOUN
esrj-91593	72	36	of	of	ADP
esrj-91593	72	37	the	the	DET
esrj-91593	72	38	same	same	ADJ
esrj-91593	72	39	seismic	seismic	ADJ
esrj-91593	72	40	subsidence	subsidence	NOUN
esrj-91593	72	41	table	table	NOUN
esrj-91593	72	42	1	1	NUM
esrj-91593	72	43	.	.	PUNCT
esrj-91593	73	1	the	the	DET
esrj-91593	73	2	seismic	seismic	ADJ
esrj-91593	73	3	subsidence	subsidence	NOUN
esrj-91593	73	4	model	model	NOUN
esrj-91593	73	5	of	of	ADP
esrj-91593	73	6	loess	loess	NOUN
esrj-91593	73	7	and	and	CCONJ
esrj-91593	73	8	its	its	PRON
esrj-91593	73	9	condition	condition	NOUN
esrj-91593	73	10	destruction	destruction	NOUN
esrj-91593	73	11	mode	mode	NOUN
esrj-91593	73	12	vibrating	vibrating	NOUN
esrj-91593	73	13	type	type	NOUN
esrj-91593	73	14	liquefied	liquefy	VERB
esrj-91593	73	15	type	type	NOUN
esrj-91593	73	16	seismic	seismic	ADJ
esrj-91593	73	17	landslide	landslide	NOUN
esrj-91593	73	18	soil	soil	NOUN
esrj-91593	73	19	large	large	ADJ
esrj-91593	73	20	pores	pore	NOUN
esrj-91593	73	21	and	and	CCONJ
esrj-91593	73	22	weak	weak	ADJ
esrj-91593	73	23	cementation	cementation	NOUN
esrj-91593	73	24	structure	structure	NOUN
esrj-91593	73	25	;	;	PUNCT
esrj-91593	73	26	less	less	ADJ
esrj-91593	73	27	clay	clay	NOUN
esrj-91593	73	28	content	content	NOUN
esrj-91593	73	29	;	;	PUNCT
esrj-91593	73	30	low	low	ADJ
esrj-91593	73	31	water	water	NOUN
esrj-91593	73	32	content	content	NOUN
esrj-91593	73	33	high	high	ADJ
esrj-91593	73	34	content	content	NOUN
esrj-91593	73	35	of	of	ADP
esrj-91593	73	36	powder	powder	NOUN
esrj-91593	73	37	and	and	CCONJ
esrj-91593	73	38	sand	sand	NOUN
esrj-91593	73	39	;	;	PUNCT
esrj-91593	73	40	high	high	ADJ
esrj-91593	73	41	water	water	NOUN
esrj-91593	73	42	content	content	NOUN
esrj-91593	73	43	large	large	ADJ
esrj-91593	73	44	pores	pore	NOUN
esrj-91593	73	45	and	and	CCONJ
esrj-91593	73	46	weak	weak	ADJ
esrj-91593	73	47	cementation	cementation	NOUN
esrj-91593	73	48	structure	structure	NOUN
esrj-91593	73	49	;	;	PUNCT
esrj-91593	73	50	less	less	ADJ
esrj-91593	73	51	clay	clay	NOUN
esrj-91593	73	52	content	content	NOUN
esrj-91593	73	53	;	;	PUNCT
esrj-91593	73	54	low	low	ADJ
esrj-91593	73	55	water	water	NOUN
esrj-91593	73	56	content	content	NOUN
esrj-91593	73	57	terrain	terrain	NOUN
esrj-91593	73	58	plateau	plateau	NOUN
esrj-91593	73	59	,	,	PUNCT
esrj-91593	73	60	beam	beam	NOUN
esrj-91593	73	61	or	or	CCONJ
esrj-91593	73	62	loess	loess	NOUN
esrj-91593	73	63	hills	hill	NOUN
esrj-91593	73	64	loess	loess	NOUN
esrj-91593	73	65	basin	basin	NOUN
esrj-91593	73	66	tableland	tableland	ADJ
esrj-91593	73	67	edge	edge	NOUN
esrj-91593	73	68	or	or	CCONJ
esrj-91593	73	69	loess	loess	NOUN
esrj-91593	73	70	basin	basin	NOUN
esrj-91593	73	71	strength	strength	NOUN
esrj-91593	73	72	level	level	NOUN
esrj-91593	73	73	8	8	NUM
esrj-91593	73	74	and	and	CCONJ
esrj-91593	73	75	above	above	ADP
esrj-91593	73	76	level	level	NOUN
esrj-91593	73	77	7	7	NUM
esrj-91593	73	78	and	and	CCONJ
esrj-91593	73	79	above	above	ADP
esrj-91593	73	80	level	level	NOUN
esrj-91593	73	81	8	8	NUM
esrj-91593	73	82	and	and	CCONJ
esrj-91593	73	83	above	above	ADP
esrj-91593	73	84	1.42g	1.42g	NUM
esrj-91593	73	85	/	/	SYM
esrj-91593	73	86	cm	cm	NOUN
esrj-91593	73	87	1.4g	1.4g	NUM
esrj-91593	73	88	/	/	SYM
esrj-91593	73	89	cm	cm	NOUN
esrj-91593	73	90	1.6g	1.6g	NUM
esrj-91593	73	91	/	/	SYM
esrj-91593	73	92	cm	cm	NUM
esrj-91593	73	93	1.8g	1.8g	PROPN
esrj-91593	73	94	/	/	SYM
esrj-91593	73	95	cm	cm	NOUN
esrj-91593	73	96	487analysis	487analysis	PROPN
esrj-91593	73	97	and	and	CCONJ
esrj-91593	73	98	evaluation	evaluation	NOUN
esrj-91593	73	99	methods	method	NOUN
esrj-91593	73	100	of	of	ADP
esrj-91593	73	101	seismic	seismic	ADJ
esrj-91593	73	102	subsidence	subsidence	NOUN
esrj-91593	73	103	characteristics	characteristic	NOUN
esrj-91593	73	104	of	of	ADP
esrj-91593	73	105	loess	loess	NOUN
esrj-91593	73	106	and	and	CCONJ
esrj-91593	73	107	field	field	NOUN
esrj-91593	73	108	seismic	seismic	ADJ
esrj-91593	73	109	subsidence	subsidence	NOUN
esrj-91593	73	110	the	the	DET
esrj-91593	73	111	calculation	calculation	NOUN
esrj-91593	73	112	equation	equation	NOUN
esrj-91593	73	113	of	of	ADP
esrj-91593	73	114	seismic	seismic	ADJ
esrj-91593	73	115	load	load	NOUN
esrj-91593	73	116	cycle	cycle	NOUN
esrj-91593	73	117	is	be	AUX
esrj-91593	73	118	as	as	SCONJ
esrj-91593	73	119	follows	follow	VERB
esrj-91593	73	120	:	:	PUNCT
esrj-91593	73	121	n	n	PRON
esrj-91593	73	122	n	n	ADV
esrj-91593	73	123	a	a	DET
esrj-91593	73	124	aeq	aeq	NOUN
esrj-91593	73	125	a	a	DET
esrj-91593	73	126	i	i	PRON
esrj-91593	74	1	i	i	PRON
esrj-91593	74	2	m	m	VERB
esrj-91593	75	1	i	i	PRON
esrj-91593	75	2	=	=	PUNCT
esrj-91593	75	3			VERB
esrj-91593	75	4			ADJ
esrj-91593	75	5			NOUN
esrj-91593	75	6			PUNCT
esrj-91593	76	1	=	=	PUNCT
esrj-91593	76	2	∑2	∑2	NOUN
esrj-91593	76	3	37	37	NUM
esrj-91593	76	4	1	1	NUM
esrj-91593	76	5	2	2	NUM
esrj-91593	76	6	.	.	PUNCT
esrj-91593	77	1	max	max	PROPN
esrj-91593	77	2	(	(	PUNCT
esrj-91593	77	3	4	4	NUM
esrj-91593	77	4	)	)	PUNCT
esrj-91593	77	5	among	among	ADP
esrj-91593	77	6	them	they	PRON
esrj-91593	77	7	,	,	PUNCT
esrj-91593	77	8	ai	ai	VERB
esrj-91593	77	9	is	be	AUX
esrj-91593	77	10	the	the	DET
esrj-91593	77	11	acceleration	acceleration	NOUN
esrj-91593	77	12	amplitude	amplitude	NOUN
esrj-91593	77	13	of	of	ADP
esrj-91593	77	14	level	level	NOUN
esrj-91593	77	15	i	i	PROPN
esrj-91593	77	16	,	,	PUNCT
esrj-91593	77	17	nai	nai	PROPN
esrj-91593	77	18	is	be	AUX
esrj-91593	77	19	the	the	DET
esrj-91593	77	20	cycle	cycle	NOUN
esrj-91593	77	21	number	number	NOUN
esrj-91593	77	22	of	of	ADP
esrj-91593	77	23	ai	ai	PROPN
esrj-91593	77	24	,	,	PUNCT
esrj-91593	77	25	amax	amax	PROPN
esrj-91593	77	26	is	be	AUX
esrj-91593	77	27	the	the	DET
esrj-91593	77	28	maximum	maximum	ADJ
esrj-91593	77	29	acceleration	acceleration	NOUN
esrj-91593	77	30	value	value	NOUN
esrj-91593	77	31	.	.	PUNCT
esrj-91593	78	1	with	with	ADP
esrj-91593	78	2	the	the	DET
esrj-91593	78	3	change	change	NOUN
esrj-91593	78	4	of	of	ADP
esrj-91593	78	5	depth	depth	NOUN
esrj-91593	78	6	h	h	NOUN
esrj-91593	78	7	,	,	PUNCT
esrj-91593	78	8	the	the	DET
esrj-91593	78	9	relationship	relationship	NOUN
esrj-91593	78	10	between	between	ADP
esrj-91593	78	11	the	the	DET
esrj-91593	78	12	stress	stress	NOUN
esrj-91593	78	13	attenuation	attenuation	NOUN
esrj-91593	78	14	coefficient	coefficient	PROPN
esrj-91593	78	15	rd	rd	PROPN
esrj-91593	78	16	of	of	ADP
esrj-91593	78	17	the	the	DET
esrj-91593	78	18	loess	loess	NOUN
esrj-91593	78	19	field	field	NOUN
esrj-91593	78	20	is	be	AUX
esrj-91593	78	21	shown	show	VERB
esrj-91593	78	22	in	in	ADP
esrj-91593	78	23	figure	figure	NOUN
esrj-91593	78	24	3	3	NUM
esrj-91593	78	25	.	.	PUNCT
esrj-91593	79	1	therefore	therefore	ADV
esrj-91593	79	2	,	,	PUNCT
esrj-91593	79	3	the	the	DET
esrj-91593	79	4	stress	stress	NOUN
esrj-91593	79	5	attenuation	attenuation	NOUN
esrj-91593	79	6	coefficient	coefficient	NOUN
esrj-91593	79	7	of	of	ADP
esrj-91593	79	8	loess	loess	NOUN
esrj-91593	79	9	can	can	AUX
esrj-91593	79	10	be	be	AUX
esrj-91593	79	11	expressed	express	VERB
esrj-91593	79	12	by	by	ADP
esrj-91593	79	13	the	the	DET
esrj-91593	79	14	equation	equation	NOUN
esrj-91593	79	15	5	5	NUM
esrj-91593	79	16	.	.	PUNCT
esrj-91593	80	1	r	r	NOUN
esrj-91593	80	2	h	h	NOUN
esrj-91593	80	3	h	h	NOUN
esrj-91593	80	4	h	h	NOUN
esrj-91593	80	5	h	h	NOUN
esrj-91593	80	6	h	h	NOUN
esrj-91593	80	7	h	h	NOUN
esrj-91593	81	1	d	d	NOUN
esrj-91593	81	2	(	(	PUNCT
esrj-91593	81	3	)	)	PUNCT
esrj-91593	81	4	=	=	SYM
esrj-91593	81	5	≤	≤	X
esrj-91593	81	6	<	<	X
esrj-91593	81	7	−	−	PROPN
esrj-91593	81	8	≤	≤	NOUN
esrj-91593	81	9	<	<	X
esrj-91593	81	10	−	−	PROPN
esrj-91593	81	11	≤	≤	NOUN
esrj-91593	81	12	<	<	X
esrj-91593	81	13	1	1	NUM
esrj-91593	81	14	0	0	NUM
esrj-91593	81	15	3	3	NUM
esrj-91593	81	16	34	34	NUM
esrj-91593	81	17	43	43	NUM
esrj-91593	81	18	31	31	NUM
esrj-91593	81	19	43	43	NUM
esrj-91593	81	20	3	3	NUM
esrj-91593	81	21	14	14	NUM
esrj-91593	81	22	82	82	NUM
esrj-91593	81	23	82	82	NUM
esrj-91593	81	24	105	105	NUM
esrj-91593	81	25	88	88	NUM
esrj-91593	81	26	14	14	NUM
esrj-91593	81	27	32	32	NUM
esrj-91593	81	28	0	0	NUM
esrj-91593	81	29	48	48	NUM
esrj-91593	81	30	,	,	PUNCT
esrj-91593	81	31	.	.	PUNCT
esrj-91593	81	32	.	.	PUNCT
esrj-91593	82	1	,	,	PUNCT
esrj-91593	82	2	.	.	PUNCT
esrj-91593	82	3	.	.	PUNCT
esrj-91593	83	1	,	,	PUNCT
esrj-91593	83	2	.	.	PUNCT
esrj-91593	84	1	,	,	PUNCT
esrj-91593	84	2	332	332	NUM
esrj-91593	84	3	≤	≤	NUM
esrj-91593	84	4			VERB
esrj-91593	84	5			ADP
esrj-91593	84	6			PROPN
esrj-91593	84	7			PROPN
esrj-91593	84	8			PROPN
esrj-91593	84	9			ADJ
esrj-91593	84	10			PROPN
esrj-91593	84	11			PROPN
esrj-91593	84	12			PROPN
esrj-91593	84	13	h	h	NOUN
esrj-91593	84	14	(	(	PUNCT
esrj-91593	84	15	5	5	NUM
esrj-91593	84	16	)	)	PUNCT
esrj-91593	84	17	here	here	ADV
esrj-91593	84	18	,	,	PUNCT
esrj-91593	84	19	the	the	DET
esrj-91593	84	20	equivalent	equivalent	ADJ
esrj-91593	84	21	shear	shear	NOUN
esrj-91593	84	22	strain	strain	NOUN
esrj-91593	84	23	of	of	ADP
esrj-91593	84	24	the	the	DET
esrj-91593	84	25	soil	soil	NOUN
esrj-91593	84	26	layer	layer	NOUN
esrj-91593	84	27	at	at	ADP
esrj-91593	84	28	any	any	DET
esrj-91593	84	29	depth	depth	NOUN
esrj-91593	84	30	is	be	AUX
esrj-91593	84	31	as	as	SCONJ
esrj-91593	84	32	follows	follow	VERB
esrj-91593	84	33	.	.	PUNCT
esrj-91593	85	1	(	(	PUNCT
esrj-91593	85	2	6	6	NUM
esrj-91593	85	3	)	)	PUNCT
esrj-91593	85	4	among	among	ADP
esrj-91593	85	5	them	they	PRON
esrj-91593	85	6	,	,	PUNCT
esrj-91593	85	7	δ0	δ0	NOUN
esrj-91593	85	8	is	be	AUX
esrj-91593	85	9	the	the	DET
esrj-91593	85	10	pressure	pressure	NOUN
esrj-91593	85	11	covering	cover	VERB
esrj-91593	85	12	the	the	DET
esrj-91593	85	13	soil	soil	NOUN
esrj-91593	85	14	layer	layer	NOUN
esrj-91593	85	15	,	,	PUNCT
esrj-91593	85	16	f	f	PROPN
esrj-91593	85	17	is	be	AUX
esrj-91593	85	18	the	the	DET
esrj-91593	85	19	conversion	conversion	NOUN
esrj-91593	85	20	coefficient	coefficient	NOUN
esrj-91593	85	21	of	of	ADP
esrj-91593	85	22	frequency	frequency	NOUN
esrj-91593	85	23	addition	addition	NOUN
esrj-91593	85	24	,	,	PUNCT
esrj-91593	85	25	and	and	CCONJ
esrj-91593	85	26	g	g	NOUN
esrj-91593	85	27	is	be	AUX
esrj-91593	85	28	the	the	DET
esrj-91593	85	29	acceleration	acceleration	NOUN
esrj-91593	85	30	of	of	ADP
esrj-91593	85	31	gravity	gravity	NOUN
esrj-91593	85	32	.	.	PUNCT
esrj-91593	86	1	coefficient	coefficient	NOUN
esrj-91593	86	2	increment	increment	NOUN
esrj-91593	86	3	to	to	ADP
esrj-91593	86	4	the	the	DET
esrj-91593	86	5	dynamic	dynamic	ADJ
esrj-91593	86	6	strain	strain	NOUN
esrj-91593	86	7	amplitude	amplitude	NOUN
esrj-91593	86	8	.	.	PUNCT
esrj-91593	87	1	when	when	SCONJ
esrj-91593	87	2	the	the	DET
esrj-91593	87	3	moisture	moisture	NOUN
esrj-91593	87	4	content	content	NOUN
esrj-91593	87	5	,	,	PUNCT
esrj-91593	87	6	dry	dry	ADJ
esrj-91593	87	7	density	density	NOUN
esrj-91593	87	8	,	,	PUNCT
esrj-91593	87	9	and	and	CCONJ
esrj-91593	87	10	consolidation	consolidation	NOUN
esrj-91593	87	11	pressure	pressure	NOUN
esrj-91593	87	12	of	of	ADP
esrj-91593	87	13	the	the	DET
esrj-91593	87	14	loess	loess	NOUN
esrj-91593	87	15	in	in	ADP
esrj-91593	87	16	the	the	DET
esrj-91593	87	17	same	same	ADJ
esrj-91593	87	18	soil	soil	NOUN
esrj-91593	87	19	field	field	NOUN
esrj-91593	87	20	are	be	AUX
esrj-91593	87	21	the	the	DET
esrj-91593	87	22	same	same	ADJ
esrj-91593	87	23	,	,	PUNCT
esrj-91593	87	24	the	the	DET
esrj-91593	87	25	seismic	seismic	ADJ
esrj-91593	87	26	depression	depression	NOUN
esrj-91593	87	27	coefficient	coefficient	NOUN
esrj-91593	87	28	of	of	ADP
esrj-91593	87	29	the	the	DET
esrj-91593	87	30	loess	loess	NOUN
esrj-91593	87	31	with	with	ADP
esrj-91593	87	32	different	different	ADJ
esrj-91593	87	33	soil	soil	NOUN
esrj-91593	87	34	depth	depth	NOUN
esrj-91593	87	35	can	can	AUX
esrj-91593	87	36	be	be	AUX
esrj-91593	87	37	calculated	calculate	VERB
esrj-91593	87	38	by	by	ADP
esrj-91593	87	39	the	the	DET
esrj-91593	87	40	equation	equation	NOUN
esrj-91593	87	41	2	2	NUM
esrj-91593	87	42	.	.	PUNCT
esrj-91593	88	1	(	(	PUNCT
esrj-91593	88	2	2	2	NUM
esrj-91593	88	3	)	)	PUNCT
esrj-91593	88	4	among	among	ADP
esrj-91593	88	5	them	they	PRON
esrj-91593	88	6	,	,	PUNCT
esrj-91593	88	7	△	△	PROPN
esrj-91593	88	8	εp	εp	ADP
esrj-91593	88	9	is	be	AUX
esrj-91593	88	10	the	the	DET
esrj-91593	88	11	increment	increment	NOUN
esrj-91593	88	12	of	of	ADP
esrj-91593	88	13	the	the	DET
esrj-91593	88	14	seismic	seismic	ADJ
esrj-91593	88	15	subsidence	subsidence	NOUN
esrj-91593	88	16	coefficient	coefficient	NOUN
esrj-91593	88	17	,	,	PUNCT
esrj-91593	88	18	γd	γd	ADV
esrj-91593	88	19	is	be	AUX
esrj-91593	88	20	equivalent	equivalent	ADJ
esrj-91593	88	21	shear	shear	NOUN
esrj-91593	88	22	strain	strain	NOUN
esrj-91593	88	23	amplitude	amplitude	NOUN
esrj-91593	88	24	of	of	ADP
esrj-91593	88	25	loess	loess	NOUN
esrj-91593	88	26	body	body	NOUN
esrj-91593	88	27	during	during	ADP
esrj-91593	88	28	earthquake	earthquake	NOUN
esrj-91593	88	29	,	,	PUNCT
esrj-91593	88	30	εp	εp	ADP
esrj-91593	88	31	is	be	AUX
esrj-91593	88	32	the	the	DET
esrj-91593	88	33	seismic	seismic	ADJ
esrj-91593	88	34	subsidence	subsidence	NOUN
esrj-91593	88	35	coefficient	coefficient	NOUN
esrj-91593	88	36	of	of	ADP
esrj-91593	88	37	the	the	DET
esrj-91593	88	38	cycle	cycle	NOUN
esrj-91593	88	39	that	that	PRON
esrj-91593	88	40	has	have	AUX
esrj-91593	88	41	occurred	occur	VERB
esrj-91593	88	42	,	,	PUNCT
esrj-91593	88	43	ρ0	ρ0	PROPN
esrj-91593	88	44	is	be	AUX
esrj-91593	88	45	the	the	DET
esrj-91593	88	46	dry	dry	ADJ
esrj-91593	88	47	density	density	NOUN
esrj-91593	88	48	of	of	ADP
esrj-91593	88	49	loess	loess	NOUN
esrj-91593	88	50	,	,	PUNCT
esrj-91593	88	51	ρref	ρref	NOUN
esrj-91593	88	52	is	be	AUX
esrj-91593	88	53	the	the	DET
esrj-91593	88	54	referenced	reference	VERB
esrj-91593	88	55	dry	dry	ADJ
esrj-91593	88	56	density	density	NOUN
esrj-91593	88	57	,	,	PUNCT
esrj-91593	88	58	and	and	CCONJ
esrj-91593	88	59	a	a	PRON
esrj-91593	88	60	and	and	CCONJ
esrj-91593	88	61	b	b	NOUN
esrj-91593	88	62	are	be	AUX
esrj-91593	88	63	the	the	DET
esrj-91593	88	64	reference	reference	NOUN
esrj-91593	88	65	values	value	NOUN
esrj-91593	88	66	of	of	ADP
esrj-91593	88	67	earthiness	earthiness	NOUN
esrj-91593	88	68	,	,	PUNCT
esrj-91593	88	69	as	as	SCONJ
esrj-91593	88	70	shown	show	VERB
esrj-91593	88	71	in	in	ADP
esrj-91593	88	72	equation	equation	NOUN
esrj-91593	88	73	3	3	NUM
esrj-91593	88	74	.	.	PUNCT
esrj-91593	89	1	(	(	PUNCT
esrj-91593	89	2	3	3	NUM
esrj-91593	89	3	)	)	PUNCT
esrj-91593	89	4	0.0	0.0	NUM
esrj-91593	89	5	0.8	0.8	NUM
esrj-91593	89	6	1.6	1.6	NUM
esrj-91593	89	7	0	0	NUM
esrj-91593	89	8	1	1	NUM
esrj-91593	89	9	2	2	NUM
esrj-91593	89	10	2ε	2ε	NUM
esrj-91593	89	11	n	n	CCONJ
esrj-91593	89	12	,	,	PUNCT
esrj-91593	89	13	d	d	PROPN
esrj-91593	89	14	ε	ε	PROPN
esrj-91593	89	15	σσ	σσ	ADP
esrj-91593	89	16	σ	σ	PROPN
esrj-91593	89	17	n	n	PROPN
esrj-91593	89	18	ni	ni	PROPN
esrj-91593	89	19	n	n	PROPN
esrj-91593	89	20	ε	ε	PROPN
esrj-91593	89	21	ε	ε	PROPN
esrj-91593	89	22	n	n	CCONJ
esrj-91593	89	23	,	,	PUNCT
esrj-91593	89	24	r	r	PROPN
esrj-91593	89	25	σ	σ	PROPN
esrj-91593	89	26	σ	σ	PROPN
esrj-91593	89	27	d	d	X
esrj-91593	89	28	ε	ε	PROPN
esrj-91593	89	29	ε	ε	PROPN
esrj-91593	89	30	n	n	CCONJ
esrj-91593	89	31	,	,	PUNCT
esrj-91593	89	32	r	r	NOUN
esrj-91593	89	33	2ε	2ε	NUM
esrj-91593	89	34	n	n	CCONJ
esrj-91593	89	35	,	,	PUNCT
esrj-91593	89	36	d	d	X
esrj-91593	89	37	o	o	X
esrj-91593	89	38	a	a	DET
esrj-91593	89	39	b	b	NUM
esrj-91593	89	40	figure	figure	NOUN
esrj-91593	89	41	1	1	NUM
esrj-91593	89	42	.	.	PUNCT
esrj-91593	89	43	definition	definition	NOUN
esrj-91593	89	44	of	of	ADP
esrj-91593	89	45	accumulated	accumulate	VERB
esrj-91593	89	46	residual	residual	ADJ
esrj-91593	89	47	strain	strain	NOUN
esrj-91593	89	48	of	of	ADP
esrj-91593	89	49	loess	loess	NOUN
esrj-91593	89	50	(	(	PUNCT
esrj-91593	89	51	a	a	PRON
esrj-91593	89	52	is	be	AUX
esrj-91593	89	53	the	the	DET
esrj-91593	89	54	process	process	NOUN
esrj-91593	89	55	of	of	ADP
esrj-91593	89	56	dynamic	dynamic	ADJ
esrj-91593	89	57	stress	stress	NOUN
esrj-91593	89	58	and	and	CCONJ
esrj-91593	89	59	accumulated	accumulate	VERB
esrj-91593	89	60	residual	residual	ADJ
esrj-91593	89	61	strain	strain	NOUN
esrj-91593	89	62	changing	change	VERB
esrj-91593	89	63	with	with	ADP
esrj-91593	89	64	time	time	NOUN
esrj-91593	89	65	;	;	PUNCT
esrj-91593	89	66	b	b	X
esrj-91593	89	67	is	be	AUX
esrj-91593	89	68	the	the	DET
esrj-91593	89	69	dynamic	dynamic	ADJ
esrj-91593	89	70	stress	stress	NOUN
esrj-91593	89	71	lag	lag	NOUN
esrj-91593	89	72	loop	loop	NOUN
esrj-91593	89	73	of	of	ADP
esrj-91593	89	74	loess	loess	NOUN
esrj-91593	89	75	)	)	PUNCT
esrj-91593	89	76	earth	earth	NOUN
esrj-91593	89	77	's	's	PART
esrj-91593	89	78	surface	surface	NOUN
esrj-91593	89	79	z=0	z=0	PROPN
esrj-91593	89	80	1	1	NUM
esrj-91593	89	81	n-1	n-1	NOUN
esrj-91593	89	82	bedrock	bedrock	NOUN
esrj-91593	89	83	z	z	PROPN
esrj-91593	89	84	=	=	NOUN
esrj-91593	89	85	h	h	SYM
esrj-91593	89	86	1	1	NUM
esrj-91593	89	87	n-1	n-1	NOUN
esrj-91593	89	88	h1	h1	VERB
esrj-91593	89	89	hn-1	hn-1	ADP
esrj-91593	89	90	d1	d1	PROPN
esrj-91593	89	91	d2	d2	PROPN
esrj-91593	89	92	d3	d3	PROPN
esrj-91593	89	93	d4	d4	PROPN
esrj-91593	89	94	d5	d5	PROPN
esrj-91593	89	95	dn-2	dn-2	NOUN
esrj-91593	89	96	dn-1	dn-1	PUNCT
esrj-91593	89	97	dn	dn	ADP
esrj-91593	89	98	z1	z1	PROPN
esrj-91593	89	99	…	…	PUNCT
esrj-91593	89	100	…	…	PUNCT
esrj-91593	89	101	i	i	PRON
esrj-91593	89	102			VERB
esrj-91593	89	103			PUNCT
esrj-91593	89	104			PUNCT
esrj-91593	89	105	figure	figure	NOUN
esrj-91593	89	106	2	2	NUM
esrj-91593	89	107	.	.	NOUN
esrj-91593	89	108	hierarchical	hierarchical	ADJ
esrj-91593	89	109	and	and	CCONJ
esrj-91593	89	110	discrete	discrete	ADJ
esrj-91593	89	111	structure	structure	NOUN
esrj-91593	89	112	of	of	ADP
esrj-91593	89	113	one	one	NUM
esrj-91593	89	114	-	-	PUNCT
esrj-91593	89	115	dimensional	dimensional	ADJ
esrj-91593	89	116	loess	loess	NOUN
esrj-91593	89	117	field	field	NOUN
esrj-91593	89	118	488	488	NUM
esrj-91593	89	119	xiaotong	xiaotong	PROPN
esrj-91593	89	120	yan	yan	PROPN
esrj-91593	89	121	,	,	PUNCT
esrj-91593	89	122	shun	shun	PROPN
esrj-91593	89	123	wang	wang	PROPN
esrj-91593	89	124	,	,	PUNCT
esrj-91593	89	125	ningwei	ningwei	VERB
esrj-91593	89	126	wang	wang	PROPN
esrj-91593	89	127	result	result	PROPN
esrj-91593	89	128	and	and	CCONJ
esrj-91593	89	129	discussion	discussion	VERB
esrj-91593	89	130	the	the	DET
esrj-91593	89	131	relationship	relationship	NOUN
esrj-91593	89	132	of	of	ADP
esrj-91593	89	133	pore	pore	ADJ
esrj-91593	89	134	ratio	ratio	NOUN
esrj-91593	89	135	of	of	ADP
esrj-91593	89	136	soil	soil	NOUN
esrj-91593	89	137	grains	grain	NOUN
esrj-91593	89	138	,	,	PUNCT
esrj-91593	89	139	dry	dry	ADJ
esrj-91593	89	140	density	density	NOUN
esrj-91593	89	141	and	and	CCONJ
esrj-91593	89	142	moisture	moisture	NOUN
esrj-91593	89	143	content	content	NOUN
esrj-91593	89	144	to	to	ADP
esrj-91593	89	145	seismic	seismic	ADJ
esrj-91593	89	146	subsidence	subsidence	NOUN
esrj-91593	89	147	coefficient	coefficient	VERB
esrj-91593	89	148	the	the	DET
esrj-91593	89	149	density	density	NOUN
esrj-91593	89	150	of	of	ADP
esrj-91593	89	151	loess	loess	NOUN
esrj-91593	89	152	can	can	AUX
esrj-91593	89	153	determine	determine	VERB
esrj-91593	89	154	the	the	DET
esrj-91593	89	155	maximum	maximum	ADJ
esrj-91593	89	156	deformable	deformable	ADJ
esrj-91593	89	157	quantity	quantity	NOUN
esrj-91593	89	158	of	of	ADP
esrj-91593	89	159	earthquake	earthquake	NOUN
esrj-91593	89	160	subsidence	subsidence	NOUN
esrj-91593	89	161	,	,	PUNCT
esrj-91593	89	162	and	and	CCONJ
esrj-91593	89	163	it	it	PRON
esrj-91593	89	164	is	be	AUX
esrj-91593	89	165	reflected	reflect	VERB
esrj-91593	89	166	by	by	ADP
esrj-91593	89	167	dry	dry	ADJ
esrj-91593	89	168	density	density	NOUN
esrj-91593	89	169	and	and	CCONJ
esrj-91593	89	170	void	void	ADJ
esrj-91593	89	171	ratio	ratio	NOUN
esrj-91593	89	172	.	.	PUNCT
esrj-91593	90	1	it	it	PRON
esrj-91593	90	2	can	can	AUX
esrj-91593	90	3	be	be	AUX
esrj-91593	90	4	observed	observe	VERB
esrj-91593	90	5	from	from	ADP
esrj-91593	90	6	figure	figure	NOUN
esrj-91593	90	7	4a	4a	NUM
esrj-91593	90	8	that	that	SCONJ
esrj-91593	90	9	the	the	DET
esrj-91593	90	10	earthquake	earthquake	NOUN
esrj-91593	90	11	subsidence	subsidence	NOUN
esrj-91593	90	12	coefficient	coefficient	NOUN
esrj-91593	90	13	would	would	AUX
esrj-91593	90	14	increase	increase	VERB
esrj-91593	90	15	with	with	ADP
esrj-91593	90	16	the	the	DET
esrj-91593	90	17	increase	increase	NOUN
esrj-91593	90	18	of	of	ADP
esrj-91593	90	19	the	the	DET
esrj-91593	90	20	pore	pore	ADJ
esrj-91593	90	21	ratio	ratio	NOUN
esrj-91593	90	22	of	of	ADP
esrj-91593	90	23	soil	soil	NOUN
esrj-91593	90	24	particles	particle	NOUN
esrj-91593	90	25	,	,	PUNCT
esrj-91593	90	26	and	and	CCONJ
esrj-91593	90	27	there	there	PRON
esrj-91593	90	28	is	be	VERB
esrj-91593	90	29	a	a	DET
esrj-91593	90	30	linear	linear	ADJ
esrj-91593	90	31	growth	growth	NOUN
esrj-91593	90	32	relationship	relationship	NOUN
esrj-91593	90	33	between	between	ADP
esrj-91593	90	34	the	the	DET
esrj-91593	90	35	two	two	NUM
esrj-91593	90	36	.	.	PUNCT
esrj-91593	91	1	as	as	SCONJ
esrj-91593	91	2	can	can	AUX
esrj-91593	91	3	be	be	AUX
esrj-91593	91	4	observed	observe	VERB
esrj-91593	91	5	from	from	ADP
esrj-91593	91	6	figure	figure	PROPN
esrj-91593	91	7	4b	4b	PROPN
esrj-91593	91	8	,	,	PUNCT
esrj-91593	91	9	the	the	DET
esrj-91593	91	10	dispersion	dispersion	NOUN
esrj-91593	91	11	between	between	ADP
esrj-91593	91	12	the	the	DET
esrj-91593	91	13	seismic	seismic	ADJ
esrj-91593	91	14	subsidence	subsidence	NOUN
esrj-91593	91	15	coefficient	coefficient	NOUN
esrj-91593	91	16	of	of	ADP
esrj-91593	91	17	loess	loess	NOUN
esrj-91593	91	18	and	and	CCONJ
esrj-91593	91	19	the	the	DET
esrj-91593	91	20	dry	dry	ADJ
esrj-91593	91	21	density	density	NOUN
esrj-91593	91	22	of	of	ADP
esrj-91593	91	23	soil	soil	NOUN
esrj-91593	91	24	particles	particle	NOUN
esrj-91593	91	25	(	(	PUNCT
esrj-91593	91	26	g	g	NOUN
esrj-91593	91	27	/	/	SYM
esrj-91593	91	28	cm3	cm3	NOUN
esrj-91593	91	29	)	)	PUNCT
esrj-91593	91	30	is	be	AUX
esrj-91593	91	31	relatively	relatively	ADV
esrj-91593	91	32	large	large	ADJ
esrj-91593	91	33	,	,	PUNCT
esrj-91593	91	34	but	but	CCONJ
esrj-91593	91	35	when	when	SCONJ
esrj-91593	91	36	the	the	DET
esrj-91593	91	37	dry	dry	ADJ
esrj-91593	91	38	density	density	NOUN
esrj-91593	91	39	of	of	ADP
esrj-91593	91	40	soil	soil	NOUN
esrj-91593	91	41	particles	particle	NOUN
esrj-91593	91	42	is	be	AUX
esrj-91593	91	43	large	large	ADJ
esrj-91593	91	44	,	,	PUNCT
esrj-91593	91	45	a	a	DET
esrj-91593	91	46	large	large	ADJ
esrj-91593	91	47	seismic	seismic	ADJ
esrj-91593	91	48	subsidence	subsidence	NOUN
esrj-91593	91	49	also	also	ADV
esrj-91593	91	50	occurs	occur	VERB
esrj-91593	91	51	.	.	PUNCT
esrj-91593	92	1	it	it	PRON
esrj-91593	92	2	can	can	AUX
esrj-91593	92	3	be	be	AUX
esrj-91593	92	4	observed	observe	VERB
esrj-91593	92	5	from	from	ADP
esrj-91593	92	6	figure	figure	NOUN
esrj-91593	92	7	5	5	NUM
esrj-91593	92	8	that	that	SCONJ
esrj-91593	92	9	when	when	SCONJ
esrj-91593	92	10	the	the	DET
esrj-91593	92	11	pore	pore	ADJ
esrj-91593	92	12	ratio	ratio	NOUN
esrj-91593	92	13	of	of	ADP
esrj-91593	92	14	soil	soil	NOUN
esrj-91593	92	15	particles	particle	NOUN
esrj-91593	92	16	is	be	AUX
esrj-91593	92	17	relatively	relatively	ADV
esrj-91593	92	18	low	low	ADJ
esrj-91593	92	19	,	,	PUNCT
esrj-91593	92	20	the	the	DET
esrj-91593	92	21	loess	loess	NOUN
esrj-91593	92	22	with	with	ADP
esrj-91593	92	23	high	high	ADJ
esrj-91593	92	24	water	water	NOUN
esrj-91593	92	25	content	content	NOUN
esrj-91593	92	26	may	may	AUX
esrj-91593	92	27	not	not	PART
esrj-91593	92	28	be	be	AUX
esrj-91593	92	29	seismic	seismic	ADJ
esrj-91593	92	30	subsidence	subsidence	NOUN
esrj-91593	92	31	.	.	PUNCT
esrj-91593	93	1	when	when	SCONJ
esrj-91593	93	2	the	the	DET
esrj-91593	93	3	void	void	ADJ
esrj-91593	93	4	ratio	ratio	NOUN
esrj-91593	93	5	is	be	AUX
esrj-91593	93	6	relatively	relatively	ADV
esrj-91593	93	7	high	high	ADJ
esrj-91593	93	8	and	and	CCONJ
esrj-91593	93	9	the	the	DET
esrj-91593	93	10	water	water	NOUN
esrj-91593	93	11	content	content	NOUN
esrj-91593	93	12	of	of	ADP
esrj-91593	93	13	loess	loess	NOUN
esrj-91593	93	14	is	be	AUX
esrj-91593	93	15	low	low	ADJ
esrj-91593	93	16	,	,	PUNCT
esrj-91593	93	17	seismic	seismic	ADJ
esrj-91593	93	18	subsidence	subsidence	NOUN
esrj-91593	93	19	may	may	AUX
esrj-91593	93	20	also	also	ADV
esrj-91593	93	21	occur	occur	VERB
esrj-91593	93	22	.	.	PUNCT
esrj-91593	94	1	this	this	PRON
esrj-91593	94	2	indicates	indicate	VERB
esrj-91593	94	3	that	that	SCONJ
esrj-91593	94	4	the	the	DET
esrj-91593	94	5	influence	influence	NOUN
esrj-91593	94	6	of	of	ADP
esrj-91593	94	7	water	water	NOUN
esrj-91593	94	8	content	content	NOUN
esrj-91593	94	9	limit	limit	NOUN
esrj-91593	94	10	should	should	AUX
esrj-91593	94	11	be	be	AUX
esrj-91593	94	12	considered	consider	VERB
esrj-91593	94	13	for	for	ADP
esrj-91593	94	14	loess	loess	NOUN
esrj-91593	94	15	with	with	ADP
esrj-91593	94	16	low	low	ADJ
esrj-91593	94	17	porosity	porosity	NOUN
esrj-91593	94	18	.	.	PUNCT
esrj-91593	95	1	however	however	ADV
esrj-91593	95	2	,	,	PUNCT
esrj-91593	95	3	the	the	DET
esrj-91593	95	4	boundary	boundary	NOUN
esrj-91593	95	5	of	of	ADP
esrj-91593	95	6	water	water	NOUN
esrj-91593	95	7	content	content	NOUN
esrj-91593	95	8	does	do	AUX
esrj-91593	95	9	not	not	PART
esrj-91593	95	10	need	need	VERB
esrj-91593	95	11	to	to	PART
esrj-91593	95	12	be	be	AUX
esrj-91593	95	13	considered	consider	VERB
esrj-91593	95	14	in	in	ADP
esrj-91593	95	15	loess	loess	NOUN
esrj-91593	95	16	with	with	ADP
esrj-91593	95	17	higher	high	ADJ
esrj-91593	95	18	porosity	porosity	NOUN
esrj-91593	95	19	.	.	PUNCT
esrj-91593	96	1	seismic	seismic	ADJ
esrj-91593	96	2	subsidence	subsidence	NOUN
esrj-91593	96	3	variation	variation	NOUN
esrj-91593	96	4	rule	rule	NOUN
esrj-91593	96	5	of	of	ADP
esrj-91593	96	6	loess	loess	NOUN
esrj-91593	96	7	with	with	ADP
esrj-91593	96	8	different	different	ADJ
esrj-91593	96	9	moisture	moisture	NOUN
esrj-91593	96	10	content	content	NOUN
esrj-91593	96	11	when	when	SCONJ
esrj-91593	96	12	the	the	DET
esrj-91593	96	13	consolidation	consolidation	NOUN
esrj-91593	96	14	stress	stress	NOUN
esrj-91593	96	15	and	and	CCONJ
esrj-91593	96	16	ratio	ratio	NOUN
esrj-91593	96	17	are	be	AUX
esrj-91593	96	18	equal	equal	ADJ
esrj-91593	96	19	,	,	PUNCT
esrj-91593	96	20	the	the	DET
esrj-91593	96	21	influence	influence	NOUN
esrj-91593	96	22	of	of	ADP
esrj-91593	96	23	different	different	ADJ
esrj-91593	96	24	water	water	NOUN
esrj-91593	96	25	contents	content	NOUN
esrj-91593	96	26	of	of	ADP
esrj-91593	96	27	loess	loess	NOUN
esrj-91593	96	28	on	on	ADP
esrj-91593	96	29	seismic	seismic	ADJ
esrj-91593	96	30	subsidence	subsidence	NOUN
esrj-91593	96	31	is	be	AUX
esrj-91593	96	32	shown	show	VERB
esrj-91593	96	33	in	in	ADP
esrj-91593	96	34	figure	figure	NOUN
esrj-91593	96	35	6	6	NUM
esrj-91593	96	36	.	.	PUNCT
esrj-91593	97	1	when	when	SCONJ
esrj-91593	97	2	the	the	DET
esrj-91593	97	3	consolidation	consolidation	NOUN
esrj-91593	97	4	stress	stress	NOUN
esrj-91593	97	5	ratio	ratio	NOUN
esrj-91593	97	6	is	be	AUX
esrj-91593	97	7	1.0	1.0	NUM
esrj-91593	97	8	,	,	PUNCT
esrj-91593	97	9	the	the	DET
esrj-91593	97	10	consolidation	consolidation	NOUN
esrj-91593	97	11	stress	stress	NOUN
esrj-91593	97	12	is	be	AUX
esrj-91593	97	13	200kpa	200kpa	NUM
esrj-91593	97	14	and	and	CCONJ
esrj-91593	97	15	the	the	DET
esrj-91593	97	16	dry	dry	ADJ
esrj-91593	97	17	density	density	NOUN
esrj-91593	97	18	of	of	ADP
esrj-91593	97	19	the	the	DET
esrj-91593	97	20	loess	loess	NOUN
esrj-91593	97	21	is	be	AUX
esrj-91593	97	22	1.4g	1.4g	NUM
esrj-91593	97	23	/	/	SYM
esrj-91593	97	24	cm3	cm3	NOUN
esrj-91593	97	25	and	and	CCONJ
esrj-91593	97	26	the	the	DET
esrj-91593	97	27	pressure	pressure	NOUN
esrj-91593	97	28	is	be	AUX
esrj-91593	97	29	applied	apply	VERB
esrj-91593	97	30	on	on	ADP
esrj-91593	97	31	the	the	DET
esrj-91593	97	32	loess	loess	NOUN
esrj-91593	97	33	samples	sample	NOUN
esrj-91593	97	34	,	,	PUNCT
esrj-91593	97	35	the	the	DET
esrj-91593	97	36	loess	loess	NOUN
esrj-91593	97	37	with	with	ADP
esrj-91593	97	38	different	different	ADJ
esrj-91593	97	39	moisture	moisture	NOUN
esrj-91593	97	40	contents	content	NOUN
esrj-91593	97	41	all	all	PRON
esrj-91593	97	42	have	have	VERB
esrj-91593	97	43	seismic	seismic	ADJ
esrj-91593	97	44	subsidence	subsidence	NOUN
esrj-91593	97	45	changes	change	NOUN
esrj-91593	97	46	to	to	ADP
esrj-91593	97	47	some	some	DET
esrj-91593	97	48	extent	extent	NOUN
esrj-91593	97	49	.	.	PUNCT
esrj-91593	98	1	it	it	PRON
esrj-91593	98	2	can	can	AUX
esrj-91593	98	3	be	be	AUX
esrj-91593	98	4	observed	observe	VERB
esrj-91593	98	5	from	from	ADP
esrj-91593	98	6	figure	figure	NOUN
esrj-91593	98	7	4a	4a	NOUN
esrj-91593	98	8	that	that	SCONJ
esrj-91593	98	9	when	when	SCONJ
esrj-91593	98	10	the	the	DET
esrj-91593	98	11	moisture	moisture	NOUN
esrj-91593	98	12	content	content	NOUN
esrj-91593	98	13	of	of	ADP
esrj-91593	98	14	the	the	DET
esrj-91593	98	15	loess	loess	NOUN
esrj-91593	98	16	is	be	AUX
esrj-91593	98	17	10	10	NUM
esrj-91593	98	18	%	%	NOUN
esrj-91593	98	19	,	,	PUNCT
esrj-91593	98	20	different	different	ADJ
esrj-91593	98	21	dynamic	dynamic	ADJ
esrj-91593	98	22	stresses	stress	NOUN
esrj-91593	98	23	have	have	VERB
esrj-91593	98	24	little	little	ADJ
esrj-91593	98	25	influence	influence	NOUN
esrj-91593	98	26	on	on	ADP
esrj-91593	98	27	the	the	DET
esrj-91593	98	28	residual	residual	ADJ
esrj-91593	98	29	strain	strain	NOUN
esrj-91593	98	30	of	of	ADP
esrj-91593	98	31	the	the	DET
esrj-91593	98	32	loess	loess	NOUN
esrj-91593	98	33	.	.	PUNCT
esrj-91593	99	1	however	however	ADV
esrj-91593	99	2	,	,	PUNCT
esrj-91593	99	3	when	when	SCONJ
esrj-91593	99	4	the	the	DET
esrj-91593	99	5	moisture	moisture	NOUN
esrj-91593	99	6	content	content	NOUN
esrj-91593	99	7	of	of	ADP
esrj-91593	99	8	the	the	DET
esrj-91593	99	9	loess	loess	NOUN
esrj-91593	99	10	is	be	AUX
esrj-91593	99	11	greater	great	ADJ
esrj-91593	99	12	than	than	ADP
esrj-91593	99	13	or	or	CCONJ
esrj-91593	99	14	equal	equal	ADJ
esrj-91593	99	15	to	to	ADP
esrj-91593	99	16	20	20	NUM
esrj-91593	99	17	%	%	NOUN
esrj-91593	99	18	and	and	CCONJ
esrj-91593	99	19	the	the	DET
esrj-91593	99	20	dynamic	dynamic	ADJ
esrj-91593	99	21	stress	stress	NOUN
esrj-91593	99	22	exceeds	exceed	VERB
esrj-91593	99	23	100kpa	100kpa	NUM
esrj-91593	99	24	,	,	PUNCT
esrj-91593	99	25	the	the	DET
esrj-91593	99	26	residual	residual	ADJ
esrj-91593	99	27	strain	strain	NOUN
esrj-91593	99	28	of	of	ADP
esrj-91593	99	29	the	the	DET
esrj-91593	99	30	loess	loess	NOUN
esrj-91593	99	31	increases	increase	VERB
esrj-91593	99	32	significantly	significantly	ADV
esrj-91593	99	33	,	,	PUNCT
esrj-91593	99	34	and	and	CCONJ
esrj-91593	99	35	the	the	DET
esrj-91593	99	36	soil	soil	NOUN
esrj-91593	99	37	also	also	ADV
esrj-91593	99	38	shows	show	VERB
esrj-91593	99	39	obvious	obvious	ADJ
esrj-91593	99	40	seismic	seismic	ADJ
esrj-91593	99	41	subsidence	subsidence	NOUN
esrj-91593	99	42	changes	change	NOUN
esrj-91593	99	43	.	.	PUNCT
esrj-91593	100	1	it	it	PRON
esrj-91593	100	2	can	can	AUX
esrj-91593	100	3	be	be	AUX
esrj-91593	100	4	observed	observe	VERB
esrj-91593	100	5	that	that	SCONJ
esrj-91593	100	6	the	the	DET
esrj-91593	100	7	seismic	seismic	ADJ
esrj-91593	100	8	subsidence	subsidence	NOUN
esrj-91593	100	9	of	of	ADP
esrj-91593	100	10	loess	loess	NOUN
esrj-91593	100	11	is	be	AUX
esrj-91593	100	12	mainly	mainly	ADV
esrj-91593	100	13	caused	cause	VERB
esrj-91593	100	14	by	by	ADP
esrj-91593	100	15	the	the	DET
esrj-91593	100	16	destruction	destruction	NOUN
esrj-91593	100	17	of	of	ADP
esrj-91593	100	18	the	the	DET
esrj-91593	100	19	pore	pore	ADJ
esrj-91593	100	20	structure	structure	NOUN
esrj-91593	100	21	of	of	ADP
esrj-91593	100	22	soil	soil	NOUN
esrj-91593	100	23	particles	particle	NOUN
esrj-91593	100	24	under	under	ADP
esrj-91593	100	25	the	the	DET
esrj-91593	100	26	action	action	NOUN
esrj-91593	100	27	of	of	ADP
esrj-91593	100	28	dynamic	dynamic	ADJ
esrj-91593	100	29	load	load	NOUN
esrj-91593	100	30	.	.	PUNCT
esrj-91593	101	1	external	external	ADJ
esrj-91593	101	2	pressure	pressure	NOUN
esrj-91593	101	3	would	would	AUX
esrj-91593	101	4	reduce	reduce	VERB
esrj-91593	101	5	the	the	DET
esrj-91593	101	6	pore	pore	ADJ
esrj-91593	101	7	ratio	ratio	NOUN
esrj-91593	101	8	of	of	ADP
esrj-91593	101	9	loess	loess	NOUN
esrj-91593	101	10	soil	soil	NOUN
esrj-91593	101	11	particles	particle	NOUN
esrj-91593	101	12	,	,	PUNCT
esrj-91593	101	13	and	and	CCONJ
esrj-91593	101	14	the	the	DET
esrj-91593	101	15	soil	soil	NOUN
esrj-91593	101	16	mass	mass	NOUN
esrj-91593	101	17	would	would	AUX
esrj-91593	101	18	become	become	VERB
esrj-91593	101	19	more	more	ADV
esrj-91593	101	20	compact	compact	ADJ
esrj-91593	101	21	and	and	CCONJ
esrj-91593	101	22	deformed	deform	VERB
esrj-91593	101	23	(	(	PUNCT
esrj-91593	101	24	anbazhagan	anbazhagan	VERB
esrj-91593	101	25	et	et	PROPN
esrj-91593	101	26	al	al	PROPN
esrj-91593	101	27	.	.	PROPN
esrj-91593	101	28	,	,	PUNCT
esrj-91593	101	29	2017	2017	NUM
esrj-91593	101	30	)	)	PUNCT
esrj-91593	101	31	.	.	PUNCT
esrj-91593	102	1	however	however	ADV
esrj-91593	102	2	,	,	PUNCT
esrj-91593	102	3	when	when	SCONJ
esrj-91593	102	4	the	the	DET
esrj-91593	102	5	water	water	NOUN
esrj-91593	102	6	content	content	NOUN
esrj-91593	102	7	of	of	ADP
esrj-91593	102	8	loess	loess	NOUN
esrj-91593	102	9	increases	increase	NOUN
esrj-91593	102	10	,	,	PUNCT
esrj-91593	102	11	the	the	DET
esrj-91593	102	12	cementation	cementation	NOUN
esrj-91593	102	13	between	between	ADP
esrj-91593	102	14	the	the	DET
esrj-91593	102	15	soil	soil	NOUN
esrj-91593	102	16	particles	particle	NOUN
esrj-91593	102	17	would	would	AUX
esrj-91593	102	18	be	be	AUX
esrj-91593	102	19	strengthened	strengthen	VERB
esrj-91593	102	20	,	,	PUNCT
esrj-91593	102	21	thus	thus	ADV
esrj-91593	102	22	reducing	reduce	VERB
esrj-91593	102	23	the	the	DET
esrj-91593	102	24	friction	friction	NOUN
esrj-91593	102	25	strength	strength	NOUN
esrj-91593	102	26	between	between	ADP
esrj-91593	102	27	the	the	DET
esrj-91593	102	28	soil	soil	NOUN
esrj-91593	102	29	particles	particle	NOUN
esrj-91593	102	30	.	.	PUNCT
esrj-91593	103	1	therefore	therefore	ADV
esrj-91593	103	2	,	,	PUNCT
esrj-91593	103	3	under	under	ADP
esrj-91593	103	4	the	the	DET
esrj-91593	103	5	action	action	NOUN
esrj-91593	103	6	of	of	ADP
esrj-91593	103	7	the	the	DET
esrj-91593	103	8	same	same	ADJ
esrj-91593	103	9	load	load	NOUN
esrj-91593	103	10	and	and	CCONJ
esrj-91593	103	11	consolidation	consolidation	NOUN
esrj-91593	103	12	stress	stress	NOUN
esrj-91593	103	13	,	,	PUNCT
esrj-91593	103	14	the	the	DET
esrj-91593	103	15	pore	pore	ADJ
esrj-91593	103	16	ratio	ratio	NOUN
esrj-91593	103	17	of	of	ADP
esrj-91593	103	18	the	the	DET
esrj-91593	103	19	loess	loess	NOUN
esrj-91593	103	20	with	with	ADP
esrj-91593	103	21	high	high	ADJ
esrj-91593	103	22	water	water	NOUN
esrj-91593	103	23	cut	cut	NOUN
esrj-91593	103	24	is	be	AUX
esrj-91593	103	25	smaller	small	ADJ
esrj-91593	103	26	,	,	PUNCT
esrj-91593	103	27	the	the	DET
esrj-91593	103	28	seismic	seismic	ADJ
esrj-91593	103	29	subsidence	subsidence	NOUN
esrj-91593	103	30	is	be	AUX
esrj-91593	103	31	more	more	ADV
esrj-91593	103	32	likely	likely	ADJ
esrj-91593	103	33	to	to	PART
esrj-91593	103	34	occur	occur	VERB
esrj-91593	103	35	,	,	PUNCT
esrj-91593	103	36	and	and	CCONJ
esrj-91593	103	37	the	the	DET
esrj-91593	103	38	deformation	deformation	NOUN
esrj-91593	103	39	of	of	ADP
esrj-91593	103	40	seismic	seismic	ADJ
esrj-91593	103	41	subsidence	subsidence	NOUN
esrj-91593	103	42	is	be	AUX
esrj-91593	103	43	more	more	ADV
esrj-91593	103	44	serious	serious	ADJ
esrj-91593	103	45	(	(	PUNCT
esrj-91593	103	46	xu	xu	PROPN
esrj-91593	103	47	&	&	CCONJ
esrj-91593	103	48	yang	yang	PROPN
esrj-91593	103	49	,	,	PUNCT
esrj-91593	103	50	2017	2017	NUM
esrj-91593	103	51	)	)	PUNCT
esrj-91593	103	52	.	.	PUNCT
esrj-91593	104	1	seismic	seismic	ADJ
esrj-91593	104	2	subsidence	subsidence	NOUN
esrj-91593	104	3	variation	variation	NOUN
esrj-91593	104	4	rule	rule	NOUN
esrj-91593	104	5	of	of	ADP
esrj-91593	104	6	loess	loess	NOUN
esrj-91593	104	7	with	with	ADP
esrj-91593	104	8	different	different	ADJ
esrj-91593	104	9	dry	dry	ADJ
esrj-91593	104	10	density	density	NOUN
esrj-91593	104	11	when	when	SCONJ
esrj-91593	104	12	the	the	DET
esrj-91593	104	13	consolidation	consolidation	NOUN
esrj-91593	104	14	stress	stress	NOUN
esrj-91593	104	15	and	and	CCONJ
esrj-91593	104	16	ratio	ratio	NOUN
esrj-91593	104	17	are	be	AUX
esrj-91593	104	18	equal	equal	ADJ
esrj-91593	104	19	,	,	PUNCT
esrj-91593	104	20	the	the	DET
esrj-91593	104	21	influence	influence	NOUN
esrj-91593	104	22	of	of	ADP
esrj-91593	104	23	different	different	ADJ
esrj-91593	104	24	dry	dry	ADJ
esrj-91593	104	25	densities	density	NOUN
esrj-91593	104	26	of	of	ADP
esrj-91593	104	27	loess	loess	NOUN
esrj-91593	104	28	on	on	ADP
esrj-91593	104	29	seismic	seismic	ADJ
esrj-91593	104	30	subsidence	subsidence	NOUN
esrj-91593	104	31	is	be	AUX
esrj-91593	104	32	shown	show	VERB
esrj-91593	104	33	in	in	ADP
esrj-91593	104	34	figure	figure	NOUN
esrj-91593	104	35	7	7	NUM
esrj-91593	104	36	.	.	PUNCT
esrj-91593	105	1	it	it	PRON
esrj-91593	105	2	can	can	AUX
esrj-91593	105	3	be	be	AUX
esrj-91593	105	4	observed	observe	VERB
esrj-91593	105	5	from	from	ADP
esrj-91593	105	6	figure	figure	NOUN
esrj-91593	105	7	7a	7a	NUM
esrj-91593	105	8	that	that	SCONJ
esrj-91593	105	9	when	when	SCONJ
esrj-91593	105	10	the	the	DET
esrj-91593	105	11	dry	dry	ADJ
esrj-91593	105	12	density	density	NOUN
esrj-91593	105	13	of	of	ADP
esrj-91593	105	14	loess	loess	NOUN
esrj-91593	105	15	is	be	AUX
esrj-91593	105	16	1.4g	1.4g	NUM
esrj-91593	105	17	/	/	SYM
esrj-91593	105	18	cm3	cm3	NOUN
esrj-91593	105	19	,	,	PUNCT
esrj-91593	105	20	its	its	PRON
esrj-91593	105	21	influence	influence	NOUN
esrj-91593	105	22	on	on	ADP
esrj-91593	105	23	dynamic	dynamic	ADJ
esrj-91593	105	24	stress	stress	NOUN
esrj-91593	105	25	is	be	AUX
esrj-91593	105	26	lower	low	ADJ
esrj-91593	105	27	than	than	ADP
esrj-91593	105	28	that	that	PRON
esrj-91593	105	29	of	of	ADP
esrj-91593	105	30	dry	dry	ADJ
esrj-91593	105	31	densities	density	NOUN
esrj-91593	105	32	of	of	ADP
esrj-91593	105	33	1.6g	1.6g	NUM
esrj-91593	105	34	/	/	SYM
esrj-91593	105	35	cm3	cm3	NOUN
esrj-91593	105	36	and	and	CCONJ
esrj-91593	105	37	1.8g	1.8g	NUM
esrj-91593	105	38	/	/	SYM
esrj-91593	105	39	cm3	cm3	PROPN
esrj-91593	105	40	,	,	PUNCT
esrj-91593	105	41	indicating	indicate	VERB
esrj-91593	105	42	that	that	SCONJ
esrj-91593	105	43	under	under	ADP
esrj-91593	105	44	the	the	DET
esrj-91593	105	45	action	action	NOUN
esrj-91593	105	46	of	of	ADP
esrj-91593	105	47	the	the	DET
esrj-91593	105	48	same	same	ADJ
esrj-91593	105	49	dynamic	dynamic	ADJ
esrj-91593	105	50	stress	stress	NOUN
esrj-91593	105	51	,	,	PUNCT
esrj-91593	105	52	the	the	DET
esrj-91593	105	53	dry	dry	ADJ
esrj-91593	105	54	density	density	NOUN
esrj-91593	105	55	of	of	ADP
esrj-91593	105	56	loess	loess	NOUN
esrj-91593	105	57	is	be	AUX
esrj-91593	105	58	inversely	inversely	ADV
esrj-91593	105	59	proportional	proportional	ADJ
esrj-91593	105	60	to	to	ADP
esrj-91593	105	61	the	the	DET
esrj-91593	105	62	deformation	deformation	NOUN
esrj-91593	105	63	generated	generate	VERB
esrj-91593	105	64	by	by	ADP
esrj-91593	105	65	earthquake	earthquake	NOUN
esrj-91593	105	66	subsidence	subsidence	NOUN
esrj-91593	105	67	.	.	PUNCT
esrj-91593	106	1	this	this	PRON
esrj-91593	106	2	may	may	AUX
esrj-91593	106	3	be	be	AUX
esrj-91593	106	4	because	because	SCONJ
esrj-91593	106	5	the	the	PRON
esrj-91593	106	6	higher	high	ADJ
esrj-91593	106	7	the	the	DET
esrj-91593	106	8	dry	dry	ADJ
esrj-91593	106	9	density	density	NOUN
esrj-91593	106	10	of	of	ADP
esrj-91593	106	11	the	the	DET
esrj-91593	106	12	loess	loess	NOUN
esrj-91593	106	13	is	be	AUX
esrj-91593	106	14	,	,	PUNCT
esrj-91593	106	15	the	the	PRON
esrj-91593	106	16	higher	high	ADJ
esrj-91593	106	17	the	the	DET
esrj-91593	106	18	compactness	compactness	NOUN
esrj-91593	106	19	between	between	ADP
esrj-91593	106	20	the	the	DET
esrj-91593	106	21	soil	soil	NOUN
esrj-91593	106	22	particles	particle	NOUN
esrj-91593	106	23	is	be	AUX
esrj-91593	106	24	,	,	PUNCT
esrj-91593	106	25	and	and	CCONJ
esrj-91593	106	26	the	the	PRON
esrj-91593	106	27	higher	high	ADJ
esrj-91593	106	28	the	the	DET
esrj-91593	106	29	dynamic	dynamic	ADJ
esrj-91593	106	30	stress	stress	NOUN
esrj-91593	106	31	is	be	AUX
esrj-91593	106	32	needed	need	VERB
esrj-91593	106	33	to	to	PART
esrj-91593	106	34	make	make	VERB
esrj-91593	106	35	the	the	DET
esrj-91593	106	36	loess	loess	NOUN
esrj-91593	106	37	volume	volume	NOUN
esrj-91593	106	38	change	change	NOUN
esrj-91593	106	39	.	.	PUNCT
esrj-91593	107	1	as	as	SCONJ
esrj-91593	107	2	can	can	AUX
esrj-91593	107	3	be	be	AUX
esrj-91593	107	4	observed	observe	VERB
esrj-91593	107	5	from	from	ADP
esrj-91593	107	6	figure	figure	NOUN
esrj-91593	107	7	7b	7b	NOUN
esrj-91593	107	8	,	,	PUNCT
esrj-91593	107	9	the	the	DET
esrj-91593	107	10	residual	residual	ADJ
esrj-91593	107	11	strain	strain	NOUN
esrj-91593	107	12	generated	generate	VERB
esrj-91593	107	13	by	by	ADP
esrj-91593	107	14	the	the	DET
esrj-91593	107	15	loess	loess	NOUN
esrj-91593	107	16	volume	volume	NOUN
esrj-91593	107	17	decreases	decrease	VERB
esrj-91593	107	18	with	with	ADP
esrj-91593	107	19	the	the	DET
esrj-91593	107	20	increase	increase	NOUN
esrj-91593	107	21	of	of	ADP
esrj-91593	107	22	the	the	DET
esrj-91593	107	23	dry	dry	ADJ
esrj-91593	107	24	density	density	NOUN
esrj-91593	107	25	of	of	ADP
esrj-91593	107	26	the	the	DET
esrj-91593	107	27	soil	soil	NOUN
esrj-91593	107	28	,	,	PUNCT
esrj-91593	107	29	and	and	CCONJ
esrj-91593	107	30	when	when	SCONJ
esrj-91593	107	31	the	the	DET
esrj-91593	107	32	dry	dry	ADJ
esrj-91593	107	33	density	density	NOUN
esrj-91593	107	34	of	of	ADP
esrj-91593	107	35	the	the	DET
esrj-91593	107	36	loess	loess	NOUN
esrj-91593	107	37	is	be	AUX
esrj-91593	107	38	larger	large	ADJ
esrj-91593	107	39	than	than	ADP
esrj-91593	107	40	1.6g	1.6g	NUM
esrj-91593	107	41	/	/	SYM
esrj-91593	107	42	cm3	cm3	NOUN
esrj-91593	107	43	,	,	PUNCT
esrj-91593	107	44	the	the	DET
esrj-91593	107	45	influence	influence	NOUN
esrj-91593	107	46	of	of	ADP
esrj-91593	107	47	the	the	DET
esrj-91593	107	48	residual	residual	ADJ
esrj-91593	107	49	strain	strain	NOUN
esrj-91593	107	50	on	on	ADP
esrj-91593	107	51	the	the	DET
esrj-91593	107	52	volume	volume	NOUN
esrj-91593	107	53	of	of	ADP
esrj-91593	107	54	the	the	DET
esrj-91593	107	55	loess	loess	NOUN
esrj-91593	107	56	also	also	ADV
esrj-91593	107	57	decreases	decrease	VERB
esrj-91593	107	58	gradually	gradually	ADV
esrj-91593	107	59	.	.	PUNCT
esrj-91593	108	1	0	0	NUM
esrj-91593	109	1	10	10	NUM
esrj-91593	109	2	20	20	NUM
esrj-91593	109	3	30	30	NUM
esrj-91593	109	4	40	40	NUM
esrj-91593	109	5	50	50	NUM
esrj-91593	109	6	60	60	NUM
esrj-91593	109	7	70	70	NUM
esrj-91593	109	8	0.2	0.2	NUM
esrj-91593	109	9	0.4	0.4	NUM
esrj-91593	109	10	0.6	0.6	NUM
esrj-91593	109	11	0.8	0.8	NUM
esrj-91593	109	12	1.0	1.0	NUM
esrj-91593	109	13	zk1	zk1	NOUN
esrj-91593	109	14	zk2	zk2	NOUN
esrj-91593	109	15	zk3	zk3	VERB
esrj-91593	109	16	zk4	zk4	NOUN
esrj-91593	109	17	zk5	zk5	INTJ
esrj-91593	109	18	zk6	zk6	INTJ
esrj-91593	110	1	zk7	zk7	INTJ
esrj-91593	111	1	zk8	zk8	NOUN
esrj-91593	111	2	zk9	zk9	NOUN
esrj-91593	111	3	zk10	zk10	PROPN
esrj-91593	111	4	zk11	zk11	PROPN
esrj-91593	111	5	zk12	zk12	PROPN
esrj-91593	111	6	zk13	zk13	PROPN
esrj-91593	111	7	zk14	zk14	PROPN
esrj-91593	111	8	zk15	zk15	PROPN
esrj-91593	111	9	zk16	zk16	PROPN
esrj-91593	111	10	r	r	NOUN
esrj-91593	111	11	d	d	NOUN
esrj-91593	111	12	h	h	PROPN
esrj-91593	111	13	/	/	SYM
esrj-91593	111	14	m	m	NOUN
esrj-91593	111	15	figure	figure	NOUN
esrj-91593	111	16	3	3	NUM
esrj-91593	111	17	.	.	X
esrj-91593	111	18	relationship	relationship	NOUN
esrj-91593	111	19	between	between	ADP
esrj-91593	111	20	stress	stress	NOUN
esrj-91593	111	21	attenuation	attenuation	NOUN
esrj-91593	111	22	coefficient	coefficient	NOUN
esrj-91593	111	23	and	and	CCONJ
esrj-91593	111	24	soil	soil	NOUN
esrj-91593	111	25	depth	depth	NOUN
esrj-91593	111	26	of	of	ADP
esrj-91593	111	27	loess	loess	NOUN
esrj-91593	111	28	field	field	NOUN
esrj-91593	111	29	0.8	0.8	NUM
esrj-91593	111	30	0.9	0.9	NUM
esrj-91593	111	31	1.0	1.0	NUM
esrj-91593	111	32	1.1	1.1	NUM
esrj-91593	111	33	1.2	1.2	NUM
esrj-91593	111	34	1.3	1.3	NUM
esrj-91593	111	35	0.00	0.00	NUM
esrj-91593	111	36	0.02	0.02	NUM
esrj-91593	111	37	0.04	0.04	NUM
esrj-91593	111	38	0.06	0.06	NUM
esrj-91593	111	39	0.08	0.08	NUM
esrj-91593	111	40	0.10	0.10	NUM
esrj-91593	111	41	se	se	X
esrj-91593	111	42	is	be	AUX
esrj-91593	111	43	m	m	PROPN
esrj-91593	111	44	ic	ic	PROPN
esrj-91593	111	45	c	c	NOUN
esrj-91593	111	46	oe	oe	PROPN
esrj-91593	112	1	ff	ff	INTJ
esrj-91593	112	2	ic	ic	INTJ
esrj-91593	112	3	ie	ie	ADV
esrj-91593	112	4	nt	not	PART
esrj-91593	112	5	pore	pore	VERB
esrj-91593	112	6	ratio	ratio	NOUN
esrj-91593	112	7	1.2	1.2	NUM
esrj-91593	112	8	1.4	1.4	NUM
esrj-91593	112	9	1.6	1.6	NUM
esrj-91593	112	10	1.8	1.8	NUM
esrj-91593	112	11	0.00	0.00	NUM
esrj-91593	112	12	0.02	0.02	NUM
esrj-91593	112	13	0.04	0.04	NUM
esrj-91593	112	14	0.06	0.06	NUM
esrj-91593	112	15	0.08	0.08	NUM
esrj-91593	112	16	0.10	0.10	NUM
esrj-91593	112	17	se	se	X
esrj-91593	112	18	is	be	AUX
esrj-91593	112	19	m	m	PROPN
esrj-91593	112	20	ic	ic	PROPN
esrj-91593	112	21	c	c	NOUN
esrj-91593	112	22	oe	oe	PROPN
esrj-91593	113	1	ff	ff	INTJ
esrj-91593	113	2	ic	ic	INTJ
esrj-91593	113	3	ie	ie	ADV
esrj-91593	113	4	nt	not	PART
esrj-91593	113	5	dry	dry	ADJ
esrj-91593	113	6	density	density	NOUN
esrj-91593	113	7	a	a	DET
esrj-91593	113	8	b	b	NOUN
esrj-91593	113	9	figure	figure	NOUN
esrj-91593	113	10	4	4	NUM
esrj-91593	113	11	.	.	X
esrj-91593	113	12	relationship	relationship	NOUN
esrj-91593	113	13	between	between	ADP
esrj-91593	113	14	seismic	seismic	ADJ
esrj-91593	113	15	subsidence	subsidence	NOUN
esrj-91593	113	16	coefficient	coefficient	NOUN
esrj-91593	113	17	and	and	CCONJ
esrj-91593	113	18	void	void	VERB
esrj-91593	113	19	ratio	ratio	NOUN
esrj-91593	113	20	and	and	CCONJ
esrj-91593	113	21	dry	dry	ADJ
esrj-91593	113	22	density	density	NOUN
esrj-91593	113	23	of	of	ADP
esrj-91593	113	24	loess	loess	NOUN
esrj-91593	113	25	(	(	PUNCT
esrj-91593	113	26	a	a	PRON
esrj-91593	113	27	is	be	AUX
esrj-91593	113	28	the	the	DET
esrj-91593	113	29	void	void	ADJ
esrj-91593	113	30	ratio	ratio	NOUN
esrj-91593	113	31	;	;	PUNCT
esrj-91593	113	32	b	b	X
esrj-91593	113	33	is	be	AUX
esrj-91593	113	34	the	the	DET
esrj-91593	113	35	dry	dry	ADJ
esrj-91593	113	36	density	density	NOUN
esrj-91593	113	37	)	)	PUNCT
esrj-91593	113	38	0.7	0.7	NUM
esrj-91593	113	39	0.8	0.8	NUM
esrj-91593	113	40	0.9	0.9	NUM
esrj-91593	113	41	1.0	1.0	NUM
esrj-91593	113	42	1.1	1.1	NUM
esrj-91593	113	43	1.2	1.2	NUM
esrj-91593	113	44	1.3	1.3	NUM
esrj-91593	113	45	0	0	NUM
esrj-91593	113	46	5	5	NUM
esrj-91593	113	47	10	10	NUM
esrj-91593	113	48	15	15	NUM
esrj-91593	113	49	20	20	NUM
esrj-91593	113	50	25	25	NUM
esrj-91593	113	51	30	30	NUM
esrj-91593	113	52	seismic	seismic	ADJ
esrj-91593	113	53	sink	sink	NOUN
esrj-91593	113	54	none	none	NOUN
esrj-91593	113	55	-	-	PUNCT
esrj-91593	113	56	seismic	seismic	ADJ
esrj-91593	113	57	sink	sink	NOUN
esrj-91593	113	58	w	w	NOUN
esrj-91593	113	59	at	at	ADP
esrj-91593	113	60	er	er	INTJ
esrj-91593	113	61	c	c	NOUN
esrj-91593	113	62	on	on	ADP
esrj-91593	113	63	te	te	PROPN
esrj-91593	113	64	nt	not	PART
esrj-91593	113	65	(	(	PUNCT
esrj-91593	113	66	%	%	NOUN
esrj-91593	113	67	)	)	PUNCT
esrj-91593	113	68	pore	pore	ADJ
esrj-91593	113	69	ratio	ratio	NOUN
esrj-91593	113	70	figure	figure	NOUN
esrj-91593	113	71	5	5	NUM
esrj-91593	113	72	.	.	PUNCT
esrj-91593	113	73	relationship	relationship	NOUN
esrj-91593	113	74	between	between	ADP
esrj-91593	113	75	water	water	NOUN
esrj-91593	113	76	content	content	NOUN
esrj-91593	113	77	,	,	PUNCT
esrj-91593	113	78	seismic	seismic	ADJ
esrj-91593	113	79	subsidence	subsidence	NOUN
esrj-91593	113	80	coefficient	coefficient	NOUN
esrj-91593	113	81	,	,	PUNCT
esrj-91593	113	82	and	and	CCONJ
esrj-91593	113	83	pore	pore	ADJ
esrj-91593	113	84	ratio	ratio	NOUN
esrj-91593	113	85	of	of	ADP
esrj-91593	113	86	loess	loess	NOUN
esrj-91593	113	87	1.4g	1.4g	NUM
esrj-91593	113	88	/	/	SYM
esrj-91593	113	89	cm	cm	NOUN
esrj-91593	113	90	1.4g	1.4g	NUM
esrj-91593	113	91	/	/	SYM
esrj-91593	113	92	cm	cm	NOUN
esrj-91593	113	93	1.6g	1.6g	NUM
esrj-91593	113	94	/	/	SYM
esrj-91593	113	95	cm	cm	NUM
esrj-91593	113	96	1.8g	1.8g	PROPN
esrj-91593	113	97	/	/	SYM
esrj-91593	113	98	cm	cm	NOUN
esrj-91593	113	99	1.6g	1.6g	NUM
esrj-91593	113	100	/	/	SYM
esrj-91593	113	101	cm	cm	NOUN
esrj-91593	113	102	489analysis	489analysis	PROPN
esrj-91593	113	103	and	and	CCONJ
esrj-91593	113	104	evaluation	evaluation	NOUN
esrj-91593	113	105	methods	method	NOUN
esrj-91593	113	106	of	of	ADP
esrj-91593	113	107	seismic	seismic	ADJ
esrj-91593	113	108	subsidence	subsidence	NOUN
esrj-91593	113	109	characteristics	characteristic	NOUN
esrj-91593	113	110	of	of	ADP
esrj-91593	113	111	loess	loess	NOUN
esrj-91593	113	112	and	and	CCONJ
esrj-91593	113	113	field	field	NOUN
esrj-91593	113	114	seismic	seismic	ADJ
esrj-91593	113	115	subsidence	subsidence	NOUN
esrj-91593	113	116	the	the	DET
esrj-91593	113	117	variation	variation	NOUN
esrj-91593	113	118	rule	rule	NOUN
esrj-91593	113	119	of	of	ADP
esrj-91593	113	120	seismic	seismic	ADJ
esrj-91593	113	121	subsidence	subsidence	NOUN
esrj-91593	113	122	of	of	ADP
esrj-91593	113	123	loess	loess	NOUN
esrj-91593	113	124	under	under	ADP
esrj-91593	113	125	different	different	ADJ
esrj-91593	113	126	consolidation	consolidation	NOUN
esrj-91593	113	127	stress	stress	NOUN
esrj-91593	113	128	ratio	ratio	NOUN
esrj-91593	113	129	figure	figure	NOUN
esrj-91593	113	130	8a	8a	NUM
esrj-91593	113	131	shows	show	VERB
esrj-91593	113	132	that	that	SCONJ
esrj-91593	113	133	when	when	SCONJ
esrj-91593	113	134	the	the	DET
esrj-91593	113	135	consolidation	consolidation	NOUN
esrj-91593	113	136	stress	stress	NOUN
esrj-91593	113	137	is	be	AUX
esrj-91593	113	138	100kpa	100kpa	NUM
esrj-91593	113	139	,	,	PUNCT
esrj-91593	113	140	the	the	DET
esrj-91593	113	141	dry	dry	ADJ
esrj-91593	113	142	density	density	NOUN
esrj-91593	113	143	of	of	ADP
esrj-91593	113	144	the	the	DET
esrj-91593	113	145	loess	loess	NOUN
esrj-91593	113	146	is	be	AUX
esrj-91593	113	147	1.4g	1.4g	NUM
esrj-91593	113	148	/	/	SYM
esrj-91593	113	149	cm3	cm3	NOUN
esrj-91593	113	150	and	and	CCONJ
esrj-91593	113	151	the	the	DET
esrj-91593	113	152	moisture	moisture	NOUN
esrj-91593	113	153	content	content	NOUN
esrj-91593	113	154	is	be	AUX
esrj-91593	113	155	20	20	NUM
esrj-91593	113	156	%	%	NOUN
esrj-91593	113	157	,	,	PUNCT
esrj-91593	113	158	the	the	DET
esrj-91593	113	159	consolidation	consolidation	NOUN
esrj-91593	113	160	stress	stress	NOUN
esrj-91593	113	161	ratio	ratio	NOUN
esrj-91593	113	162	is	be	AUX
esrj-91593	113	163	proportional	proportional	ADJ
esrj-91593	113	164	to	to	ADP
esrj-91593	113	165	the	the	DET
esrj-91593	113	166	residual	residual	ADJ
esrj-91593	113	167	stress	stress	NOUN
esrj-91593	113	168	generated	generate	VERB
esrj-91593	113	169	by	by	ADP
esrj-91593	113	170	the	the	DET
esrj-91593	113	171	volume	volume	NOUN
esrj-91593	113	172	of	of	ADP
esrj-91593	113	173	the	the	DET
esrj-91593	113	174	loess	loess	NOUN
esrj-91593	113	175	after	after	SCONJ
esrj-91593	113	176	the	the	DET
esrj-91593	113	177	pressure	pressure	NOUN
esrj-91593	113	178	is	be	AUX
esrj-91593	113	179	applied	apply	VERB
esrj-91593	113	180	to	to	ADP
esrj-91593	113	181	the	the	DET
esrj-91593	113	182	sample	sample	NOUN
esrj-91593	113	183	.	.	PUNCT
esrj-91593	114	1	it	it	PRON
esrj-91593	114	2	is	be	AUX
esrj-91593	114	3	possible	possible	ADJ
esrj-91593	114	4	that	that	SCONJ
esrj-91593	114	5	due	due	ADP
esrj-91593	114	6	to	to	ADP
esrj-91593	114	7	the	the	DET
esrj-91593	114	8	increase	increase	NOUN
esrj-91593	114	9	of	of	ADP
esrj-91593	114	10	deviator	deviator	NOUN
esrj-91593	114	11	stress	stress	NOUN
esrj-91593	114	12	on	on	ADP
esrj-91593	114	13	the	the	DET
esrj-91593	114	14	loess	loess	NOUN
esrj-91593	114	15	,	,	PUNCT
esrj-91593	114	16	the	the	DET
esrj-91593	114	17	pore	pore	ADJ
esrj-91593	114	18	structure	structure	NOUN
esrj-91593	114	19	among	among	ADP
esrj-91593	114	20	the	the	DET
esrj-91593	114	21	soil	soil	NOUN
esrj-91593	114	22	particles	particle	NOUN
esrj-91593	114	23	is	be	AUX
esrj-91593	114	24	gradually	gradually	ADV
esrj-91593	114	25	destroyed	destroy	VERB
esrj-91593	114	26	,	,	PUNCT
esrj-91593	114	27	which	which	PRON
esrj-91593	114	28	leads	lead	VERB
esrj-91593	114	29	to	to	ADP
esrj-91593	114	30	the	the	DET
esrj-91593	114	31	increase	increase	NOUN
esrj-91593	114	32	of	of	ADP
esrj-91593	114	33	residual	residual	ADJ
esrj-91593	114	34	strain	strain	NOUN
esrj-91593	114	35	of	of	ADP
esrj-91593	114	36	the	the	DET
esrj-91593	114	37	loess	loess	NOUN
esrj-91593	114	38	volume	volume	NOUN
esrj-91593	114	39	.	.	PUNCT
esrj-91593	115	1	it	it	PRON
esrj-91593	115	2	can	can	AUX
esrj-91593	115	3	be	be	AUX
esrj-91593	115	4	observed	observe	VERB
esrj-91593	115	5	from	from	ADP
esrj-91593	115	6	figure	figure	NOUN
esrj-91593	115	7	8b	8b	PROPN
esrj-91593	115	8	that	that	SCONJ
esrj-91593	115	9	the	the	DET
esrj-91593	115	10	residual	residual	ADJ
esrj-91593	115	11	stress	stress	NOUN
esrj-91593	115	12	generated	generate	VERB
esrj-91593	115	13	by	by	ADP
esrj-91593	115	14	loess	loess	NOUN
esrj-91593	115	15	would	would	AUX
esrj-91593	115	16	increase	increase	VERB
esrj-91593	115	17	with	with	ADP
esrj-91593	115	18	the	the	DET
esrj-91593	115	19	increase	increase	NOUN
esrj-91593	115	20	of	of	ADP
esrj-91593	115	21	consolidation	consolidation	NOUN
esrj-91593	115	22	stress	stress	NOUN
esrj-91593	115	23	ratio	ratio	NOUN
esrj-91593	115	24	,	,	PUNCT
esrj-91593	115	25	showing	show	VERB
esrj-91593	115	26	a	a	DET
esrj-91593	115	27	linear	linear	ADJ
esrj-91593	115	28	growth	growth	NOUN
esrj-91593	115	29	relationship	relationship	NOUN
esrj-91593	115	30	,	,	PUNCT
esrj-91593	115	31	which	which	PRON
esrj-91593	115	32	is	be	AUX
esrj-91593	115	33	consistent	consistent	ADJ
esrj-91593	115	34	with	with	ADP
esrj-91593	115	35	the	the	DET
esrj-91593	115	36	research	research	NOUN
esrj-91593	115	37	results	result	NOUN
esrj-91593	115	38	of	of	ADP
esrj-91593	115	39	song	song	NOUN
esrj-91593	115	40	et	et	PROPN
esrj-91593	115	41	al	al	PROPN
esrj-91593	115	42	.	.	PROPN
esrj-91593	115	43	,	,	PUNCT
esrj-91593	115	44	2017	2017	NUM
esrj-91593	115	45	.	.	PUNCT
esrj-91593	116	1	analysis	analysis	NOUN
esrj-91593	116	2	of	of	ADP
esrj-91593	116	3	seismic	seismic	ADJ
esrj-91593	116	4	subsidence	subsidence	NOUN
esrj-91593	116	5	characteristics	characteristic	NOUN
esrj-91593	116	6	of	of	ADP
esrj-91593	116	7	one	one	NUM
esrj-91593	116	8	-	-	PUNCT
esrj-91593	116	9	dimensional	dimensional	ADJ
esrj-91593	116	10	field	field	NOUN
esrj-91593	116	11	the	the	DET
esrj-91593	116	12	variation	variation	NOUN
esrj-91593	116	13	of	of	ADP
esrj-91593	116	14	seismic	seismic	ADJ
esrj-91593	116	15	subsidence	subsidence	NOUN
esrj-91593	116	16	coefficient	coefficient	NOUN
esrj-91593	116	17	and	and	CCONJ
esrj-91593	116	18	cycle	cycle	NOUN
esrj-91593	116	19	times	time	NOUN
esrj-91593	116	20	of	of	ADP
esrj-91593	116	21	onedimensional	onedimensional	ADJ
esrj-91593	116	22	field	field	NOUN
esrj-91593	116	23	at	at	ADP
esrj-91593	116	24	different	different	ADJ
esrj-91593	116	25	soil	soil	NOUN
esrj-91593	116	26	depth	depth	NOUN
esrj-91593	116	27	is	be	AUX
esrj-91593	116	28	shown	show	VERB
esrj-91593	116	29	in	in	ADP
esrj-91593	116	30	figure	figure	NOUN
esrj-91593	116	31	9	9	NUM
esrj-91593	116	32	.	.	PUNCT
esrj-91593	117	1	it	it	PRON
esrj-91593	117	2	can	can	AUX
esrj-91593	117	3	be	be	AUX
esrj-91593	117	4	observed	observe	VERB
esrj-91593	117	5	that	that	SCONJ
esrj-91593	117	6	the	the	DET
esrj-91593	117	7	seismic	seismic	ADJ
esrj-91593	117	8	subsidence	subsidence	NOUN
esrj-91593	117	9	coefficient	coefficient	NOUN
esrj-91593	117	10	produced	produce	VERB
esrj-91593	117	11	by	by	ADP
esrj-91593	117	12	loess	loess	NOUN
esrj-91593	117	13	soil	soil	NOUN
esrj-91593	117	14	is	be	AUX
esrj-91593	117	15	proportional	proportional	ADJ
esrj-91593	117	16	to	to	ADP
esrj-91593	117	17	a	a	DET
esrj-91593	117	18	b	b	NUM
esrj-91593	117	19	50	50	NUM
esrj-91593	117	20	100	100	NUM
esrj-91593	117	21	150	150	NUM
esrj-91593	117	22	200	200	NUM
esrj-91593	117	23	250	250	NUM
esrj-91593	117	24	0	0	NUM
esrj-91593	117	25	1	1	NUM
esrj-91593	117	26	2	2	NUM
esrj-91593	117	27	3	3	NUM
esrj-91593	117	28	r	r	NOUN
esrj-91593	117	29	es	es	NOUN
esrj-91593	118	1	i	i	PROPN
esrj-91593	118	2	d	d	PROPN
esrj-91593	118	3	ua	ua	PROPN
esrj-91593	118	4	l	l	PROPN
esrj-91593	118	5	s	s	PART
esrj-91593	118	6	tr	tr	VERB
esrj-91593	118	7	ai	ai	NOUN
esrj-91593	118	8	n	n	ADV
esrj-91593	118	9	/%	/%	X
esrj-91593	118	10	dynamic	dynamic	ADJ
esrj-91593	118	11	stress	stress	NOUN
esrj-91593	118	12	10	10	NUM
esrj-91593	118	13	%	%	NOUN
esrj-91593	118	14	20	20	NUM
esrj-91593	118	15	%	%	NOUN
esrj-91593	118	16	30	30	NUM
esrj-91593	118	17	%	%	NOUN
esrj-91593	118	18	35	35	NUM
esrj-91593	118	19	%	%	NOUN
esrj-91593	118	20	1	1	NUM
esrj-91593	118	21	2	2	NUM
esrj-91593	118	22	3	3	NUM
esrj-91593	118	23	4	4	NUM
esrj-91593	118	24	0.0	0.0	NUM
esrj-91593	118	25	0.5	0.5	NUM
esrj-91593	118	26	1.0	1.0	NUM
esrj-91593	118	27	1.5	1.5	NUM
esrj-91593	118	28	2.0	2.0	NUM
esrj-91593	118	29	2.5	2.5	NUM
esrj-91593	118	30	35%30%20	35%30%20	NUM
esrj-91593	118	31	%	%	NOUN
esrj-91593	118	32	r	r	NOUN
esrj-91593	118	33	es	es	X
esrj-91593	118	34	i	i	PROPN
esrj-91593	118	35	d	d	PROPN
esrj-91593	118	36	ua	ua	PROPN
esrj-91593	118	37	l	l	PROPN
esrj-91593	118	38	s	s	PART
esrj-91593	118	39	tr	tr	VERB
esrj-91593	118	40	ai	ai	NOUN
esrj-91593	118	41	n	n	PRON
esrj-91593	118	42	/%	/%	X
esrj-91593	118	43	water	water	NOUN
esrj-91593	118	44	content	content	NOUN
esrj-91593	118	45	105	105	NUM
esrj-91593	118	46	kpa	kpa	PROPN
esrj-91593	118	47	140	140	NUM
esrj-91593	118	48	kpa	kpa	PROPN
esrj-91593	118	49	175	175	NUM
esrj-91593	118	50	kpa	kpa	PROPN
esrj-91593	118	51	210	210	NUM
esrj-91593	118	52	kpa	kpa	PROPN
esrj-91593	118	53	10	10	NUM
esrj-91593	118	54	%	%	NOUN
esrj-91593	118	55	figure	figure	NOUN
esrj-91593	118	56	6	6	NUM
esrj-91593	118	57	.	.	PUNCT
esrj-91593	118	58	relationship	relationship	NOUN
esrj-91593	118	59	between	between	ADP
esrj-91593	118	60	residual	residual	ADJ
esrj-91593	118	61	strain	strain	NOUN
esrj-91593	118	62	and	and	CCONJ
esrj-91593	118	63	dynamic	dynamic	ADJ
esrj-91593	118	64	stress	stress	NOUN
esrj-91593	118	65	of	of	ADP
esrj-91593	118	66	loess	loess	NOUN
esrj-91593	118	67	with	with	ADP
esrj-91593	118	68	different	different	ADJ
esrj-91593	118	69	moisture	moisture	NOUN
esrj-91593	118	70	content	content	NOUN
esrj-91593	118	71	(	(	PUNCT
esrj-91593	118	72	a	a	PRON
esrj-91593	118	73	is	be	AUX
esrj-91593	118	74	the	the	DET
esrj-91593	118	75	relationship	relationship	NOUN
esrj-91593	118	76	between	between	ADP
esrj-91593	118	77	residual	residual	ADJ
esrj-91593	118	78	strain	strain	NOUN
esrj-91593	118	79	and	and	CCONJ
esrj-91593	118	80	dynamic	dynamic	ADJ
esrj-91593	118	81	stress	stress	NOUN
esrj-91593	118	82	;	;	PUNCT
esrj-91593	118	83	b	b	X
esrj-91593	118	84	is	be	AUX
esrj-91593	118	85	the	the	DET
esrj-91593	118	86	relationship	relationship	NOUN
esrj-91593	118	87	between	between	ADP
esrj-91593	118	88	water	water	NOUN
esrj-91593	118	89	content	content	NOUN
esrj-91593	118	90	and	and	CCONJ
esrj-91593	118	91	residual	residual	ADJ
esrj-91593	118	92	strain	strain	NOUN
esrj-91593	118	93	)	)	PUNCT
esrj-91593	118	94	a	a	DET
esrj-91593	118	95	b	b	NUM
esrj-91593	118	96	50	50	NUM
esrj-91593	118	97	100	100	NUM
esrj-91593	118	98	150	150	NUM
esrj-91593	118	99	200	200	NUM
esrj-91593	118	100	250	250	NUM
esrj-91593	118	101	0	0	NUM
esrj-91593	118	102	1	1	NUM
esrj-91593	118	103	2	2	NUM
esrj-91593	118	104	3	3	NUM
esrj-91593	118	105	r	r	NOUN
esrj-91593	118	106	es	es	NOUN
esrj-91593	118	107	i	i	PROPN
esrj-91593	119	1	d	d	PROPN
esrj-91593	119	2	ua	ua	PROPN
esrj-91593	119	3	l	l	PROPN
esrj-91593	119	4	s	s	PART
esrj-91593	119	5	tr	tr	VERB
esrj-91593	119	6	ai	ai	NOUN
esrj-91593	119	7	n	n	ADV
esrj-91593	119	8	/%	/%	X
esrj-91593	119	9	dynamic	dynamic	ADJ
esrj-91593	119	10	stress	stress	NOUN
esrj-91593	119	11	1.4g	1.4g	NUM
esrj-91593	119	12	/	/	SYM
esrj-91593	119	13	cm3	cm3	NOUN
esrj-91593	119	14	3	3	NUM
esrj-91593	119	15	1.6g	1.6g	NUM
esrj-91593	119	16	/	/	SYM
esrj-91593	119	17	cm3	cm3	NOUN
esrj-91593	119	18	1.8g	1.8g	NUM
esrj-91593	119	19	/	/	SYM
esrj-91593	119	20	cm3	cm3	NOUN
esrj-91593	119	21	0.0	0.0	NUM
esrj-91593	119	22	0.5	0.5	NUM
esrj-91593	119	23	1.0	1.0	NUM
esrj-91593	119	24	1.5	1.5	NUM
esrj-91593	119	25	2.0	2.0	NUM
esrj-91593	119	26	2.5	2.5	NUM
esrj-91593	119	27	1.81.6	1.81.6	NUM
esrj-91593	119	28	r	r	NOUN
esrj-91593	119	29	es	es	X
esrj-91593	119	30	i	i	PROPN
esrj-91593	119	31	d	d	PROPN
esrj-91593	119	32	ua	ua	PROPN
esrj-91593	119	33	l	l	PROPN
esrj-91593	119	34	s	s	PART
esrj-91593	119	35	tr	tr	VERB
esrj-91593	119	36	ai	ai	NOUN
esrj-91593	119	37	n	n	ADV
esrj-91593	119	38	/%	/%	ADV
esrj-91593	119	39	dry	dry	ADJ
esrj-91593	119	40	density	density	NOUN
esrj-91593	119	41	g	g	NOUN
esrj-91593	119	42	/	/	SYM
esrj-91593	119	43	cm	cm	PROPN
esrj-91593	119	44	105	105	NUM
esrj-91593	119	45	kpa	kpa	PROPN
esrj-91593	119	46	140	140	NUM
esrj-91593	119	47	kpa	kpa	PROPN
esrj-91593	119	48	175	175	NUM
esrj-91593	119	49	kpa	kpa	PROPN
esrj-91593	119	50	210	210	NUM
esrj-91593	119	51	kpa	kpa	PROPN
esrj-91593	119	52	1.4	1.4	NUM
esrj-91593	119	53	figure	figure	NOUN
esrj-91593	119	54	7	7	NUM
esrj-91593	119	55	.	.	PUNCT
esrj-91593	119	56	relationship	relationship	NOUN
esrj-91593	119	57	between	between	ADP
esrj-91593	119	58	residual	residual	ADJ
esrj-91593	119	59	strain	strain	NOUN
esrj-91593	119	60	and	and	CCONJ
esrj-91593	119	61	dynamic	dynamic	ADJ
esrj-91593	119	62	stress	stress	NOUN
esrj-91593	119	63	of	of	ADP
esrj-91593	119	64	loess	loess	NOUN
esrj-91593	119	65	with	with	ADP
esrj-91593	119	66	different	different	ADJ
esrj-91593	119	67	dry	dry	ADJ
esrj-91593	119	68	density	density	NOUN
esrj-91593	119	69	(	(	PUNCT
esrj-91593	119	70	a	a	PRON
esrj-91593	119	71	shows	show	VERB
esrj-91593	119	72	the	the	DET
esrj-91593	119	73	relationship	relationship	NOUN
esrj-91593	119	74	between	between	ADP
esrj-91593	119	75	residual	residual	ADJ
esrj-91593	119	76	strain	strain	NOUN
esrj-91593	119	77	and	and	CCONJ
esrj-91593	119	78	dynamic	dynamic	ADJ
esrj-91593	119	79	stress	stress	NOUN
esrj-91593	119	80	;	;	PUNCT
esrj-91593	119	81	b	b	X
esrj-91593	119	82	shows	show	VERB
esrj-91593	119	83	the	the	DET
esrj-91593	119	84	relationship	relationship	NOUN
esrj-91593	119	85	between	between	ADP
esrj-91593	119	86	dry	dry	ADJ
esrj-91593	119	87	density	density	NOUN
esrj-91593	119	88	and	and	CCONJ
esrj-91593	119	89	residual	residual	ADJ
esrj-91593	119	90	strain	strain	NOUN
esrj-91593	119	91	)	)	PUNCT
esrj-91593	119	92	a	a	DET
esrj-91593	119	93	b	b	NUM
esrj-91593	119	94	1.0	1.0	NUM
esrj-91593	119	95	1.2	1.2	NUM
esrj-91593	119	96	1.4	1.4	NUM
esrj-91593	119	97	1.6	1.6	NUM
esrj-91593	119	98	0	0	NUM
esrj-91593	119	99	1	1	NUM
esrj-91593	119	100	2	2	NUM
esrj-91593	119	101	3	3	NUM
esrj-91593	119	102	4	4	NUM
esrj-91593	119	103	r	r	NOUN
esrj-91593	119	104	es	es	X
esrj-91593	119	105	i	i	PROPN
esrj-91593	119	106	d	d	PROPN
esrj-91593	119	107	ua	ua	PROPN
esrj-91593	119	108	l	l	PROPN
esrj-91593	119	109	s	s	PART
esrj-91593	119	110	tr	tr	VERB
esrj-91593	119	111	ai	ai	NOUN
esrj-91593	119	112	n	n	PRON
esrj-91593	119	113	/%	/%	PRON
esrj-91593	119	114	consolidation	consolidation	NOUN
esrj-91593	119	115	stress	stress	NOUN
esrj-91593	119	116	ratio	ratio	NOUN
esrj-91593	119	117	105	105	NUM
esrj-91593	119	118	kpa	kpa	PROPN
esrj-91593	119	119	140	140	NUM
esrj-91593	119	120	kpa	kpa	PROPN
esrj-91593	119	121	175	175	NUM
esrj-91593	119	122	kpa	kpa	PROPN
esrj-91593	119	123	210	210	NUM
esrj-91593	119	124	kpa	kpa	PROPN
esrj-91593	119	125	50	50	NUM
esrj-91593	119	126	100	100	NUM
esrj-91593	119	127	150	150	NUM
esrj-91593	119	128	200	200	NUM
esrj-91593	119	129	0	0	NUM
esrj-91593	119	130	1	1	NUM
esrj-91593	119	131	2	2	NUM
esrj-91593	119	132	3	3	NUM
esrj-91593	119	133	4	4	NUM
esrj-91593	119	134	r	r	NOUN
esrj-91593	119	135	es	es	X
esrj-91593	119	136	i	i	PROPN
esrj-91593	119	137	d	d	PROPN
esrj-91593	119	138	ua	ua	PROPN
esrj-91593	119	139	l	l	PROPN
esrj-91593	119	140	s	s	PART
esrj-91593	119	141	tr	tr	VERB
esrj-91593	119	142	ai	ai	NOUN
esrj-91593	119	143	n	n	CCONJ
esrj-91593	119	144	/%	/%	X
esrj-91593	119	145	dynamic	dynamic	ADJ
esrj-91593	119	146	stress	stress	NOUN
esrj-91593	119	147	1.0	1.0	NUM
esrj-91593	119	148	1.2	1.2	NUM
esrj-91593	119	149	1.4	1.4	NUM
esrj-91593	119	150	1.6	1.6	NUM
esrj-91593	119	151	figure	figure	NOUN
esrj-91593	119	152	8	8	NUM
esrj-91593	119	153	.	.	PUNCT
esrj-91593	119	154	relationship	relationship	NOUN
esrj-91593	119	155	between	between	ADP
esrj-91593	119	156	residual	residual	ADJ
esrj-91593	119	157	strain	strain	NOUN
esrj-91593	119	158	and	and	CCONJ
esrj-91593	119	159	dynamic	dynamic	ADJ
esrj-91593	119	160	stress	stress	NOUN
esrj-91593	119	161	of	of	ADP
esrj-91593	119	162	loess	loess	NOUN
esrj-91593	119	163	with	with	ADP
esrj-91593	119	164	different	different	ADJ
esrj-91593	119	165	consolidation	consolidation	NOUN
esrj-91593	119	166	stress	stress	NOUN
esrj-91593	119	167	ratios	ratio	NOUN
esrj-91593	119	168	(	(	PUNCT
esrj-91593	119	169	a	a	PRON
esrj-91593	119	170	shows	show	VERB
esrj-91593	119	171	the	the	DET
esrj-91593	119	172	relationship	relationship	NOUN
esrj-91593	119	173	between	between	ADP
esrj-91593	119	174	residual	residual	ADJ
esrj-91593	119	175	strain	strain	NOUN
esrj-91593	119	176	and	and	CCONJ
esrj-91593	119	177	dynamic	dynamic	ADJ
esrj-91593	119	178	stress	stress	NOUN
esrj-91593	119	179	;	;	PUNCT
esrj-91593	119	180	b	b	X
esrj-91593	119	181	shows	show	VERB
esrj-91593	119	182	the	the	DET
esrj-91593	119	183	relationship	relationship	NOUN
esrj-91593	119	184	between	between	ADP
esrj-91593	119	185	consolidation	consolidation	NOUN
esrj-91593	119	186	stress	stress	NOUN
esrj-91593	119	187	ratio	ratio	NOUN
esrj-91593	119	188	and	and	CCONJ
esrj-91593	119	189	residual	residual	ADJ
esrj-91593	119	190	strain	strain	NOUN
esrj-91593	119	191	)	)	PUNCT
esrj-91593	119	192	1.4g	1.4g	NUM
esrj-91593	119	193	/	/	SYM
esrj-91593	119	194	cm	cm	PROPN
esrj-91593	119	195	490	490	NUM
esrj-91593	119	196	xiaotong	xiaotong	PROPN
esrj-91593	119	197	yan	yan	PROPN
esrj-91593	119	198	,	,	PUNCT
esrj-91593	119	199	shun	shun	PROPN
esrj-91593	119	200	wang	wang	PROPN
esrj-91593	119	201	,	,	PUNCT
esrj-91593	119	202	ningwei	ningwei	VERB
esrj-91593	119	203	wang	wang	PROPN
esrj-91593	119	204	the	the	DET
esrj-91593	119	205	cycle	cycle	NOUN
esrj-91593	119	206	times	time	NOUN
esrj-91593	119	207	,	,	PUNCT
esrj-91593	119	208	but	but	CCONJ
esrj-91593	119	209	the	the	DET
esrj-91593	119	210	seismic	seismic	ADJ
esrj-91593	119	211	subsidence	subsidence	NOUN
esrj-91593	119	212	amplitude	amplitude	NOUN
esrj-91593	119	213	is	be	AUX
esrj-91593	119	214	inversely	inversely	ADV
esrj-91593	119	215	proportional	proportional	ADJ
esrj-91593	119	216	to	to	ADP
esrj-91593	119	217	the	the	DET
esrj-91593	119	218	development	development	NOUN
esrj-91593	119	219	of	of	ADP
esrj-91593	119	220	seismic	seismic	ADJ
esrj-91593	119	221	subsidence	subsidence	NOUN
esrj-91593	119	222	.	.	PUNCT
esrj-91593	120	1	it	it	PRON
esrj-91593	120	2	can	can	AUX
esrj-91593	120	3	be	be	AUX
esrj-91593	120	4	observed	observe	VERB
esrj-91593	120	5	from	from	ADP
esrj-91593	120	6	figure	figure	NOUN
esrj-91593	120	7	9	9	NUM
esrj-91593	120	8	that	that	SCONJ
esrj-91593	120	9	when	when	SCONJ
esrj-91593	120	10	the	the	DET
esrj-91593	120	11	depth	depth	NOUN
esrj-91593	120	12	of	of	ADP
esrj-91593	120	13	the	the	DET
esrj-91593	120	14	soil	soil	NOUN
esrj-91593	120	15	layer	layer	NOUN
esrj-91593	120	16	reaches	reach	VERB
esrj-91593	120	17	9.5	9.5	NUM
esrj-91593	120	18	m	m	NOUN
esrj-91593	120	19	,	,	PUNCT
esrj-91593	120	20	the	the	DET
esrj-91593	120	21	earthquake	earthquake	NOUN
esrj-91593	120	22	subsidence	subsidence	NOUN
esrj-91593	120	23	coefficient	coefficient	NOUN
esrj-91593	120	24	is	be	AUX
esrj-91593	120	25	the	the	DET
esrj-91593	120	26	largest	large	ADJ
esrj-91593	120	27	,	,	PUNCT
esrj-91593	120	28	the	the	DET
esrj-91593	120	29	generated	generate	VERB
esrj-91593	120	30	earthquake	earthquake	NOUN
esrj-91593	120	31	subsidence	subsidence	NOUN
esrj-91593	120	32	is	be	AUX
esrj-91593	120	33	the	the	DET
esrj-91593	120	34	strongest	strong	ADJ
esrj-91593	120	35	,	,	PUNCT
esrj-91593	120	36	and	and	CCONJ
esrj-91593	120	37	the	the	DET
esrj-91593	120	38	maximum	maximum	ADJ
esrj-91593	120	39	earthquake	earthquake	NOUN
esrj-91593	120	40	subsidence	subsidence	NOUN
esrj-91593	120	41	coefficient	coefficient	NOUN
esrj-91593	120	42	of	of	ADP
esrj-91593	120	43	this	this	DET
esrj-91593	120	44	deep	deep	ADJ
esrj-91593	120	45	soil	soil	NOUN
esrj-91593	120	46	layer	layer	NOUN
esrj-91593	120	47	can	can	AUX
esrj-91593	120	48	reach	reach	VERB
esrj-91593	120	49	0.8	0.8	NUM
esrj-91593	120	50	%	%	NOUN
esrj-91593	120	51	.	.	PUNCT
esrj-91593	121	1	the	the	DET
esrj-91593	121	2	results	result	NOUN
esrj-91593	121	3	of	of	ADP
esrj-91593	121	4	the	the	DET
esrj-91593	121	5	relationship	relationship	NOUN
esrj-91593	121	6	between	between	ADP
esrj-91593	121	7	seismic	seismic	ADJ
esrj-91593	121	8	subsidence	subsidence	NOUN
esrj-91593	121	9	coefficients	coefficient	NOUN
esrj-91593	121	10	at	at	ADP
esrj-91593	121	11	different	different	ADJ
esrj-91593	121	12	soil	soil	NOUN
esrj-91593	121	13	depths	depth	NOUN
esrj-91593	121	14	and	and	CCONJ
esrj-91593	121	15	seismic	seismic	ADJ
esrj-91593	121	16	subsidence	subsidence	NOUN
esrj-91593	121	17	depths	depth	NOUN
esrj-91593	121	18	are	be	AUX
esrj-91593	121	19	shown	show	VERB
esrj-91593	121	20	in	in	ADP
esrj-91593	121	21	figure	figure	NOUN
esrj-91593	121	22	10	10	NUM
esrj-91593	121	23	.	.	PUNCT
esrj-91593	122	1	it	it	PRON
esrj-91593	122	2	can	can	AUX
esrj-91593	122	3	be	be	AUX
esrj-91593	122	4	observed	observe	VERB
esrj-91593	122	5	from	from	ADP
esrj-91593	122	6	figure	figure	NOUN
esrj-91593	122	7	10a	10a	NUM
esrj-91593	122	8	that	that	SCONJ
esrj-91593	122	9	the	the	DET
esrj-91593	122	10	seismic	seismic	ADJ
esrj-91593	122	11	subsidence	subsidence	NOUN
esrj-91593	122	12	coefficient	coefficient	NOUN
esrj-91593	122	13	first	first	ADJ
esrj-91593	122	14	increases	increase	NOUN
esrj-91593	122	15	and	and	CCONJ
esrj-91593	122	16	then	then	ADV
esrj-91593	122	17	decreases	decrease	VERB
esrj-91593	122	18	with	with	ADP
esrj-91593	122	19	the	the	DET
esrj-91593	122	20	increase	increase	NOUN
esrj-91593	122	21	of	of	ADP
esrj-91593	122	22	soil	soil	NOUN
esrj-91593	122	23	depth	depth	NOUN
esrj-91593	122	24	.	.	PUNCT
esrj-91593	123	1	and	and	CCONJ
esrj-91593	123	2	it	it	PRON
esrj-91593	123	3	can	can	AUX
esrj-91593	123	4	be	be	AUX
esrj-91593	123	5	observed	observe	VERB
esrj-91593	123	6	from	from	ADP
esrj-91593	123	7	10b	10b	NOUN
esrj-91593	123	8	that	that	SCONJ
esrj-91593	123	9	when	when	SCONJ
esrj-91593	123	10	the	the	DET
esrj-91593	123	11	depth	depth	NOUN
esrj-91593	123	12	of	of	ADP
esrj-91593	123	13	soil	soil	NOUN
esrj-91593	123	14	layer	layer	NOUN
esrj-91593	123	15	is	be	AUX
esrj-91593	123	16	12~16	12~16	NUM
esrj-91593	123	17	m	m	NOUN
esrj-91593	123	18	,	,	PUNCT
esrj-91593	123	19	the	the	DET
esrj-91593	123	20	settlement	settlement	NOUN
esrj-91593	123	21	depth	depth	NOUN
esrj-91593	123	22	caused	cause	VERB
esrj-91593	123	23	by	by	ADP
esrj-91593	123	24	earthquake	earthquake	NOUN
esrj-91593	123	25	subsidence	subsidence	NOUN
esrj-91593	123	26	is	be	AUX
esrj-91593	123	27	small	small	ADJ
esrj-91593	123	28	,	,	PUNCT
esrj-91593	123	29	while	while	SCONJ
esrj-91593	123	30	the	the	DET
esrj-91593	123	31	settlement	settlement	NOUN
esrj-91593	123	32	degree	degree	NOUN
esrj-91593	123	33	in	in	ADP
esrj-91593	123	34	the	the	DET
esrj-91593	123	35	soil	soil	NOUN
esrj-91593	123	36	depth	depth	NOUN
esrj-91593	123	37	of	of	ADP
esrj-91593	123	38	8~12	8~12	NUM
esrj-91593	123	39	m	m	NOUN
esrj-91593	123	40	is	be	AUX
esrj-91593	123	41	larger	large	ADJ
esrj-91593	123	42	.	.	PUNCT
esrj-91593	124	1	conclusion	conclusion	NOUN
esrj-91593	124	2	based	base	VERB
esrj-91593	124	3	on	on	ADP
esrj-91593	124	4	the	the	DET
esrj-91593	124	5	previous	previous	ADJ
esrj-91593	124	6	research	research	NOUN
esrj-91593	124	7	results	result	NOUN
esrj-91593	124	8	,	,	PUNCT
esrj-91593	124	9	the	the	DET
esrj-91593	124	10	seismic	seismic	ADJ
esrj-91593	124	11	subsidence	subsidence	NOUN
esrj-91593	124	12	characteristics	characteristic	NOUN
esrj-91593	124	13	of	of	ADP
esrj-91593	124	14	the	the	DET
esrj-91593	124	15	original	original	ADJ
esrj-91593	124	16	loess	loess	NOUN
esrj-91593	124	17	with	with	ADP
esrj-91593	124	18	different	different	ADJ
esrj-91593	124	19	moisture	moisture	NOUN
esrj-91593	124	20	content	content	NOUN
esrj-91593	124	21	,	,	PUNCT
esrj-91593	124	22	density	density	NOUN
esrj-91593	124	23	,	,	PUNCT
esrj-91593	124	24	and	and	CCONJ
esrj-91593	124	25	consolidation	consolidation	NOUN
esrj-91593	124	26	stress	stress	NOUN
esrj-91593	124	27	are	be	AUX
esrj-91593	124	28	analyzed	analyze	VERB
esrj-91593	124	29	by	by	ADP
esrj-91593	124	30	triaxial	triaxial	ADJ
esrj-91593	124	31	experiment	experiment	NOUN
esrj-91593	124	32	.	.	PUNCT
esrj-91593	125	1	it	it	PRON
esrj-91593	125	2	is	be	AUX
esrj-91593	125	3	found	find	VERB
esrj-91593	125	4	that	that	SCONJ
esrj-91593	125	5	the	the	DET
esrj-91593	125	6	seismic	seismic	ADJ
esrj-91593	125	7	subsidence	subsidence	NOUN
esrj-91593	125	8	is	be	AUX
esrj-91593	125	9	stronger	strong	ADJ
esrj-91593	125	10	when	when	SCONJ
esrj-91593	125	11	the	the	DET
esrj-91593	125	12	loess	loess	NOUN
esrj-91593	125	13	has	have	VERB
esrj-91593	125	14	higher	high	ADJ
esrj-91593	125	15	water	water	NOUN
esrj-91593	125	16	content	content	NOUN
esrj-91593	125	17	,	,	PUNCT
esrj-91593	125	18	lower	low	ADJ
esrj-91593	125	19	density	density	NOUN
esrj-91593	125	20	,	,	PUNCT
esrj-91593	125	21	and	and	CCONJ
esrj-91593	125	22	higher	high	ADJ
esrj-91593	125	23	consolidation	consolidation	NOUN
esrj-91593	125	24	stress	stress	NOUN
esrj-91593	125	25	.	.	PUNCT
esrj-91593	126	1	after	after	ADP
esrj-91593	126	2	the	the	DET
esrj-91593	126	3	calculation	calculation	NOUN
esrj-91593	126	4	of	of	ADP
esrj-91593	126	5	seismic	seismic	ADJ
esrj-91593	126	6	subsidence	subsidence	NOUN
esrj-91593	126	7	coefficient	coefficient	NOUN
esrj-91593	126	8	of	of	ADP
esrj-91593	126	9	one	one	NUM
esrj-91593	126	10	-	-	PUNCT
esrj-91593	126	11	dimensional	dimensional	ADJ
esrj-91593	126	12	loess	loess	NOUN
esrj-91593	126	13	field	field	NOUN
esrj-91593	126	14	,	,	PUNCT
esrj-91593	126	15	it	it	PRON
esrj-91593	126	16	is	be	AUX
esrj-91593	126	17	found	find	VERB
esrj-91593	126	18	that	that	SCONJ
esrj-91593	126	19	when	when	SCONJ
esrj-91593	126	20	the	the	DET
esrj-91593	126	21	depth	depth	NOUN
esrj-91593	126	22	of	of	ADP
esrj-91593	126	23	soil	soil	NOUN
esrj-91593	126	24	layer	layer	NOUN
esrj-91593	126	25	is	be	AUX
esrj-91593	126	26	10	10	NUM
esrj-91593	126	27	m	m	NOUN
esrj-91593	126	28	,	,	PUNCT
esrj-91593	126	29	the	the	DET
esrj-91593	126	30	seismic	seismic	ADJ
esrj-91593	126	31	subsidence	subsidence	NOUN
esrj-91593	126	32	coefficient	coefficient	NOUN
esrj-91593	126	33	is	be	AUX
esrj-91593	126	34	the	the	DET
esrj-91593	126	35	largest	large	ADJ
esrj-91593	126	36	and	and	CCONJ
esrj-91593	126	37	the	the	DET
esrj-91593	126	38	deformation	deformation	NOUN
esrj-91593	126	39	of	of	ADP
esrj-91593	126	40	seismic	seismic	ADJ
esrj-91593	126	41	subsidence	subsidence	NOUN
esrj-91593	126	42	is	be	AUX
esrj-91593	126	43	the	the	DET
esrj-91593	126	44	largest	large	ADJ
esrj-91593	126	45	.	.	PUNCT
esrj-91593	127	1	in	in	ADP
esrj-91593	127	2	this	this	DET
esrj-91593	127	3	study	study	NOUN
esrj-91593	127	4	,	,	PUNCT
esrj-91593	127	5	the	the	DET
esrj-91593	127	6	mechanical	mechanical	ADJ
esrj-91593	127	7	properties	property	NOUN
esrj-91593	127	8	of	of	ADP
esrj-91593	127	9	loess	loess	NOUN
esrj-91593	127	10	are	be	AUX
esrj-91593	127	11	not	not	PART
esrj-91593	127	12	considered	consider	VERB
esrj-91593	127	13	comprehensively	comprehensively	ADV
esrj-91593	127	14	,	,	PUNCT
esrj-91593	127	15	and	and	CCONJ
esrj-91593	127	16	the	the	DET
esrj-91593	127	17	calculation	calculation	NOUN
esrj-91593	127	18	amount	amount	NOUN
esrj-91593	127	19	of	of	ADP
esrj-91593	127	20	models	model	NOUN
esrj-91593	127	21	used	use	VERB
esrj-91593	127	22	for	for	ADP
esrj-91593	127	23	seismic	seismic	ADJ
esrj-91593	127	24	subsidence	subsidence	NOUN
esrj-91593	127	25	analysis	analysis	NOUN
esrj-91593	127	26	is	be	AUX
esrj-91593	127	27	too	too	ADV
esrj-91593	127	28	small	small	ADJ
esrj-91593	127	29	.	.	PUNCT
esrj-91593	128	1	however	however	ADV
esrj-91593	128	2	,	,	PUNCT
esrj-91593	128	3	the	the	DET
esrj-91593	128	4	results	result	NOUN
esrj-91593	128	5	of	of	ADP
esrj-91593	128	6	this	this	DET
esrj-91593	128	7	study	study	NOUN
esrj-91593	128	8	can	can	AUX
esrj-91593	128	9	provide	provide	VERB
esrj-91593	128	10	certain	certain	ADJ
esrj-91593	128	11	theoretical	theoretical	ADJ
esrj-91593	128	12	basis	basis	NOUN
esrj-91593	128	13	for	for	ADP
esrj-91593	128	14	the	the	DET
esrj-91593	128	15	subsequent	subsequent	ADJ
esrj-91593	128	16	study	study	NOUN
esrj-91593	128	17	on	on	ADP
esrj-91593	128	18	seismic	seismic	ADJ
esrj-91593	128	19	subsidence	subsidence	NOUN
esrj-91593	128	20	and	and	CCONJ
esrj-91593	128	21	evaluation	evaluation	NOUN
esrj-91593	128	22	of	of	ADP
esrj-91593	128	23	loess	loess	NOUN
esrj-91593	128	24	.	.	PUNCT
esrj-91593	129	1	references	reference	NOUN
esrj-91593	129	2	anbazhagan	anbazhagan	VERB
esrj-91593	129	3	,	,	PUNCT
esrj-91593	129	4	p.	p.	PROPN
esrj-91593	129	5	,	,	PUNCT
esrj-91593	129	6	uday	uday	PROPN
esrj-91593	129	7	,	,	PUNCT
esrj-91593	129	8	a.	a.	PROPN
esrj-91593	129	9	,	,	PUNCT
esrj-91593	129	10	moustafa	moustafa	PROPN
esrj-91593	129	11	,	,	PUNCT
esrj-91593	129	12	s.	s.	PROPN
esrj-91593	129	13	s.	s.	PROPN
esrj-91593	129	14	r.	r.	PROPN
esrj-91593	129	15	,	,	PUNCT
esrj-91593	129	16	&	&	CCONJ
esrj-91593	129	17	alarifi	alarifi	PROPN
esrj-91593	129	18	,	,	PUNCT
esrj-91593	129	19	n.	n.	NOUN
esrj-91593	129	20	(	(	PUNCT
esrj-91593	129	21	2017	2017	NUM
esrj-91593	129	22	)	)	PUNCT
esrj-91593	129	23	.	.	PUNCT
esrj-91593	130	1	soil	soil	NOUN
esrj-91593	130	2	void	void	VERB
esrj-91593	130	3	ratio	ratio	NOUN
esrj-91593	130	4	correlation	correlation	NOUN
esrj-91593	130	5	with	with	ADP
esrj-91593	130	6	shear	shear	NOUN
esrj-91593	130	7	wave	wave	NOUN
esrj-91593	130	8	velocities	velocity	NOUN
esrj-91593	130	9	and	and	CCONJ
esrj-91593	130	10	spt	spt	ADJ
esrj-91593	130	11	n	n	PRON
esrj-91593	130	12	values	value	NOUN
esrj-91593	130	13	for	for	ADP
esrj-91593	130	14	indo	indo	NOUN
esrj-91593	130	15	-	-	PUNCT
esrj-91593	130	16	gangetic	gangetic	ADJ
esrj-91593	130	17	basin	basin	NOUN
esrj-91593	130	18	.	.	PUNCT
esrj-91593	131	1	journal	journal	NOUN
esrj-91593	131	2	of	of	ADP
esrj-91593	131	3	the	the	DET
esrj-91593	131	4	geological	geological	ADJ
esrj-91593	131	5	society	society	NOUN
esrj-91593	131	6	of	of	ADP
esrj-91593	131	7	india	india	PROPN
esrj-91593	131	8	,	,	PUNCT
esrj-91593	131	9	89(4	89(4	NOUN
esrj-91593	131	10	)	)	PUNCT
esrj-91593	131	11	,	,	PUNCT
esrj-91593	131	12	398	398	NUM
esrj-91593	131	13	-	-	SYM
esrj-91593	131	14	406	406	NUM
esrj-91593	131	15	.	.	PUNCT
esrj-91593	132	1	araújo	araújo	NOUN
esrj-91593	132	2	,	,	PUNCT
esrj-91593	132	3	m.	m.	NOUN
esrj-91593	132	4	,	,	PUNCT
esrj-91593	132	5	&	&	CCONJ
esrj-91593	132	6	castro	castro	PROPN
esrj-91593	132	7	,	,	PUNCT
esrj-91593	132	8	j.	j.	PROPN
esrj-91593	132	9	m.	m.	PROPN
esrj-91593	132	10	(	(	PUNCT
esrj-91593	132	11	2017	2017	NUM
esrj-91593	132	12	)	)	PUNCT
esrj-91593	132	13	.	.	PUNCT
esrj-91593	133	1	simplified	simplify	VERB
esrj-91593	133	2	procedure	procedure	NOUN
esrj-91593	133	3	for	for	ADP
esrj-91593	133	4	the	the	DET
esrj-91593	133	5	estimation	estimation	NOUN
esrj-91593	133	6	of	of	ADP
esrj-91593	133	7	local	local	ADJ
esrj-91593	133	8	inelastic	inelastic	ADJ
esrj-91593	133	9	deformation	deformation	NOUN
esrj-91593	133	10	demands	demand	NOUN
esrj-91593	133	11	for	for	ADP
esrj-91593	133	12	seismic	seismic	ADJ
esrj-91593	133	13	performance	performance	NOUN
esrj-91593	133	14	assessment	assessment	NOUN
esrj-91593	133	15	of	of	ADP
esrj-91593	133	16	buildings	building	NOUN
esrj-91593	133	17	.	.	PUNCT
esrj-91593	134	1	earthquake	earthquake	NOUN
esrj-91593	134	2	engineering	engineering	PROPN
esrj-91593	134	3	&	&	CCONJ
esrj-91593	134	4	structural	structural	ADJ
esrj-91593	134	5	dynamics	dynamic	NOUN
esrj-91593	134	6	,	,	PUNCT
esrj-91593	134	7	46(3	46(3	NOUN
esrj-91593	134	8	)	)	PUNCT
esrj-91593	134	9	,	,	PUNCT
esrj-91593	134	10	491	491	NUM
esrj-91593	134	11	-	-	SYM
esrj-91593	134	12	514	514	NUM
esrj-91593	134	13	.	.	PUNCT
esrj-91593	135	1	doi	doi	NOUN
esrj-91593	135	2	:	:	PUNCT
esrj-91593	135	3	https://doi.org/10.1002/eqe.2825	https://doi.org/10.1002/eqe.2825	PROPN
esrj-91593	135	4	chen	chen	PROPN
esrj-91593	135	5	,	,	PUNCT
esrj-91593	135	6	t.	t.	PROPN
esrj-91593	135	7	,	,	PUNCT
esrj-91593	135	8	ma	ma	PROPN
esrj-91593	135	9	,	,	PUNCT
esrj-91593	135	10	w.	w.	PROPN
esrj-91593	135	11	,	,	PUNCT
esrj-91593	135	12	&	&	CCONJ
esrj-91593	135	13	wang	wang	PROPN
esrj-91593	135	14	,	,	PUNCT
esrj-91593	135	15	j.	j.	PROPN
esrj-91593	135	16	(	(	PUNCT
esrj-91593	135	17	2017	2017	NUM
esrj-91593	135	18	)	)	PUNCT
esrj-91593	135	19	.	.	PUNCT
esrj-91593	136	1	numerical	numerical	ADJ
esrj-91593	136	2	analysis	analysis	NOUN
esrj-91593	136	3	of	of	ADP
esrj-91593	136	4	ground	ground	NOUN
esrj-91593	136	5	motion	motion	NOUN
esrj-91593	136	6	effects	effect	NOUN
esrj-91593	136	7	in	in	ADP
esrj-91593	136	8	the	the	DET
esrj-91593	136	9	loess	loess	NOUN
esrj-91593	136	10	regions	region	NOUN
esrj-91593	136	11	of	of	ADP
esrj-91593	136	12	western	western	ADJ
esrj-91593	136	13	china	china	PROPN
esrj-91593	136	14	.	.	PUNCT
esrj-91593	137	1	shock	shock	NOUN
esrj-91593	137	2	&	&	CCONJ
esrj-91593	137	3	vibration	vibration	NOUN
esrj-91593	137	4	,	,	PUNCT
esrj-91593	137	5	3	3	NUM
esrj-91593	137	6	,	,	PUNCT
esrj-91593	137	7	1	1	NUM
esrj-91593	137	8	-	-	SYM
esrj-91593	137	9	9	9	NUM
esrj-91593	137	10	.	.	PUNCT
esrj-91593	137	11	doi	doi	NOUN
esrj-91593	137	12	:	:	PUNCT
esrj-91593	137	13	https://doi.org/10.1155/2017/1484015	https://doi.org/10.1155/2017/1484015	PROPN
esrj-91593	137	14	cheng	cheng	PROPN
esrj-91593	137	15	,	,	PUNCT
esrj-91593	137	16	x.	x.	PROPN
esrj-91593	137	17	s.	s.	PROPN
esrj-91593	137	18	,	,	PUNCT
esrj-91593	137	19	ma	ma	PROPN
esrj-91593	137	20	,	,	PUNCT
esrj-91593	137	21	l.	l.	PROPN
esrj-91593	137	22	,	,	PUNCT
esrj-91593	137	23	yu	yu	PROPN
esrj-91593	137	24	,	,	PUNCT
esrj-91593	137	25	d.	d.	PROPN
esrj-91593	137	26	p.	p.	PROPN
esrj-91593	137	27	,	,	PUNCT
esrj-91593	137	28	fan	fan	PROPN
esrj-91593	137	29	,	,	PUNCT
esrj-91593	137	30	j.	j.	PROPN
esrj-91593	137	31	,	,	PUNCT
esrj-91593	137	32	&	&	CCONJ
esrj-91593	137	33	li	li	PROPN
esrj-91593	137	34	,	,	PUNCT
esrj-91593	137	35	d.	d.	PROPN
esrj-91593	137	36	(	(	PUNCT
esrj-91593	137	37	2018	2018	NUM
esrj-91593	137	38	)	)	PUNCT
esrj-91593	137	39	.	.	PUNCT
esrj-91593	138	1	seismic	seismic	ADJ
esrj-91593	138	2	stability	stability	NOUN
esrj-91593	138	3	of	of	ADP
esrj-91593	138	4	loess	loess	NOUN
esrj-91593	138	5	tunnels	tunnel	NOUN
esrj-91593	138	6	under	under	ADP
esrj-91593	138	7	the	the	DET
esrj-91593	138	8	effects	effect	NOUN
esrj-91593	138	9	of	of	ADP
esrj-91593	138	10	rain	rain	NOUN
esrj-91593	138	11	seepage	seepage	NOUN
esrj-91593	138	12	and	and	CCONJ
esrj-91593	138	13	a	a	DET
esrj-91593	138	14	train	train	NOUN
esrj-91593	138	15	load	load	NOUN
esrj-91593	138	16	.	.	PUNCT
esrj-91593	139	1	science	science	PROPN
esrj-91593	139	2	china	china	PROPN
esrj-91593	139	3	technological	technological	ADJ
esrj-91593	139	4	sciences	science	NOUN
esrj-91593	139	5	,	,	PUNCT
esrj-91593	139	6	61(5	61(5	NUM
esrj-91593	139	7	)	)	PUNCT
esrj-91593	139	8	,	,	PUNCT
esrj-91593	139	9	735	735	NUM
esrj-91593	139	10	-	-	SYM
esrj-91593	139	11	747	747	NUM
esrj-91593	139	12	.	.	PUNCT
esrj-91593	140	1	drzewiecki	drzewiecki	PROPN
esrj-91593	140	2	,	,	PUNCT
esrj-91593	140	3	j.	j.	PROPN
esrj-91593	140	4	,	,	PUNCT
esrj-91593	140	5	&	&	CCONJ
esrj-91593	140	6	piernikarczyk	piernikarczyk	PROPN
esrj-91593	140	7	,	,	PUNCT
esrj-91593	140	8	a.	a.	NOUN
esrj-91593	140	9	(	(	PUNCT
esrj-91593	140	10	2017	2017	NUM
esrj-91593	140	11	)	)	PUNCT
esrj-91593	140	12	.	.	PUNCT
esrj-91593	141	1	the	the	DET
esrj-91593	141	2	forecast	forecast	NOUN
esrj-91593	141	3	of	of	ADP
esrj-91593	141	4	mining	mining	NOUN
esrj-91593	141	5	-	-	PUNCT
esrj-91593	141	6	induced	induce	VERB
esrj-91593	141	7	seismicity	seismicity	NOUN
esrj-91593	141	8	and	and	CCONJ
esrj-91593	141	9	the	the	DET
esrj-91593	141	10	consequent	consequent	ADJ
esrj-91593	141	11	risk	risk	NOUN
esrj-91593	141	12	of	of	ADP
esrj-91593	141	13	damage	damage	NOUN
esrj-91593	141	14	to	to	ADP
esrj-91593	141	15	the	the	DET
esrj-91593	141	16	excavation	excavation	NOUN
esrj-91593	141	17	in	in	ADP
esrj-91593	141	18	the	the	DET
esrj-91593	141	19	area	area	NOUN
esrj-91593	141	20	of	of	ADP
esrj-91593	141	21	seismic	seismic	ADJ
esrj-91593	141	22	event	event	NOUN
esrj-91593	141	23	.	.	PUNCT
esrj-91593	142	1	journal	journal	NOUN
esrj-91593	142	2	of	of	ADP
esrj-91593	142	3	sustainable	sustainable	ADJ
esrj-91593	142	4	mining	mining	NOUN
esrj-91593	142	5	,	,	PUNCT
esrj-91593	142	6	16(1	16(1	NUM
esrj-91593	142	7	)	)	PUNCT
esrj-91593	142	8	,	,	PUNCT
esrj-91593	142	9	1	1	NUM
esrj-91593	142	10	-	-	SYM
esrj-91593	142	11	7	7	NUM
esrj-91593	142	12	.	.	PUNCT
esrj-91593	143	1	gao	gao	PROPN
esrj-91593	143	2	,	,	PUNCT
esrj-91593	143	3	g.	g.	PROPN
esrj-91593	143	4	,	,	PUNCT
esrj-91593	143	5	nie	nie	PROPN
esrj-91593	143	6	,	,	PUNCT
esrj-91593	143	7	c.	c.	PROPN
esrj-91593	143	8	,	,	PUNCT
esrj-91593	143	9	&	&	CCONJ
esrj-91593	143	10	shi	shi	PROPN
esrj-91593	143	11	,	,	PUNCT
esrj-91593	143	12	c.	c.	PROPN
esrj-91593	143	13	(	(	PUNCT
esrj-91593	143	14	2017	2017	NUM
esrj-91593	143	15	)	)	PUNCT
esrj-91593	143	16	.	.	PUNCT
esrj-91593	144	1	seismic	seismic	ADJ
esrj-91593	144	2	subsidence	subsidence	NOUN
esrj-91593	144	3	of	of	ADP
esrj-91593	144	4	sand	sand	NOUN
esrj-91593	144	5	ground	ground	NOUN
esrj-91593	144	6	subject	subject	ADJ
esrj-91593	144	7	to	to	ADP
esrj-91593	144	8	multidirectional	multidirectional	ADJ
esrj-91593	144	9	earthquake	earthquake	NOUN
esrj-91593	144	10	load	load	NOUN
esrj-91593	144	11	.	.	PUNCT
esrj-91593	145	1	journal	journal	PROPN
esrj-91593	145	2	of	of	ADP
esrj-91593	145	3	harbin	harbin	PROPN
esrj-91593	145	4	engineering	engineering	PROPN
esrj-91593	145	5	university	university	PROPN
esrj-91593	145	6	,	,	PUNCT
esrj-91593	145	7	38(7	38(7	NUM
esrj-91593	145	8	)	)	PUNCT
esrj-91593	145	9	,	,	PUNCT
esrj-91593	145	10	1100	1100	NUM
esrj-91593	145	11	-	-	SYM
esrj-91593	145	12	1106	1106	NUM
esrj-91593	145	13	.	.	PUNCT
esrj-91593	146	1	hao	hao	PROPN
esrj-91593	146	2	,	,	PUNCT
esrj-91593	146	3	l.	l.	PROPN
esrj-91593	146	4	,	,	PUNCT
esrj-91593	146	5	meng	meng	PROPN
esrj-91593	146	6	,	,	PUNCT
esrj-91593	146	7	j.	j.	PROPN
esrj-91593	146	8	,	,	PUNCT
esrj-91593	146	9	zhang	zhang	PROPN
esrj-91593	146	10	,	,	PUNCT
esrj-91593	146	11	y.	y.	PROPN
esrj-91593	146	12	,	,	PUNCT
esrj-91593	146	13	&	&	CCONJ
esrj-91593	146	14	yang	yang	PROPN
esrj-91593	146	15	,	,	PUNCT
esrj-91593	146	16	l.	l.	PROPN
esrj-91593	146	17	(	(	PUNCT
esrj-91593	146	18	2018	2018	NUM
esrj-91593	146	19	)	)	PUNCT
esrj-91593	146	20	.	.	PUNCT
esrj-91593	147	1	pliocene	pliocene	PROPN
esrj-91593	147	2	seismic	seismic	ADJ
esrj-91593	147	3	stratigraphy	stratigraphy	NOUN
esrj-91593	147	4	and	and	CCONJ
esrj-91593	147	5	deep	deep	ADJ
esrj-91593	147	6	-	-	PUNCT
esrj-91593	147	7	water	water	NOUN
esrj-91593	147	8	sedimentation	sedimentation	NOUN
esrj-91593	147	9	in	in	ADP
esrj-91593	147	10	the	the	DET
esrj-91593	147	11	qiongdongnan	qiongdongnan	NOUN
esrj-91593	147	12	basin	basin	NOUN
esrj-91593	147	13	,	,	PUNCT
esrj-91593	147	14	south	south	PROPN
esrj-91593	147	15	china	china	PROPN
esrj-91593	147	16	sea	sea	PROPN
esrj-91593	147	17	:	:	PUNCT
esrj-91593	147	18	source	source	NOUN
esrj-91593	147	19	-	-	PUNCT
esrj-91593	147	20	to	to	ADP
esrj-91593	147	21	-	-	PUNCT
esrj-91593	147	22	sink	sink	NOUN
esrj-91593	147	23	systems	system	NOUN
esrj-91593	147	24	and	and	CCONJ
esrj-91593	147	25	hydrocarbon	hydrocarbon	NOUN
esrj-91593	147	26	accumulation	accumulation	NOUN
esrj-91593	147	27	significance	significance	NOUN
esrj-91593	147	28	.	.	PUNCT
esrj-91593	148	1	geological	geological	ADJ
esrj-91593	148	2	journal	journal	NOUN
esrj-91593	148	3	,	,	PUNCT
esrj-91593	148	4	54(1	54(1	NUM
esrj-91593	148	5	)	)	PUNCT
esrj-91593	148	6	,	,	PUNCT
esrj-91593	148	7	392	392	NUM
esrj-91593	148	8	-	-	SYM
esrj-91593	148	9	408	408	NUM
esrj-91593	148	10	.	.	PUNCT
esrj-91593	149	1	doi	doi	NOUN
esrj-91593	149	2	:	:	PUNCT
esrj-91593	150	1	https://doi	https://doi	PROPN
esrj-91593	150	2	.	.	PUNCT
esrj-91593	150	3	org/10.1002	org/10.1002	PROPN
esrj-91593	150	4	/	/	SYM
esrj-91593	150	5	gj.3188	gj.3188	PROPN
esrj-91593	150	6	liu	liu	PROPN
esrj-91593	150	7	,	,	PUNCT
esrj-91593	150	8	p.	p.	PROPN
esrj-91593	150	9	,	,	PUNCT
esrj-91593	150	10	lian	lian	PROPN
esrj-91593	150	11	,	,	PUNCT
esrj-91593	150	12	p.	p.	PROPN
esrj-91593	150	13	,	,	PUNCT
esrj-91593	150	14	zhang	zhang	PROPN
esrj-91593	150	15	,	,	PUNCT
esrj-91593	150	16	m.	m.	NOUN
esrj-91593	150	17	,	,	PUNCT
esrj-91593	150	18	he	he	PRON
esrj-91593	150	19	,	,	PUNCT
esrj-91593	150	20	b.	b.	PROPN
esrj-91593	150	21	,	,	PUNCT
esrj-91593	150	22	&	&	CCONJ
esrj-91593	150	23	dou	dou	PROPN
esrj-91593	150	24	,	,	PUNCT
esrj-91593	150	25	l.	l.	PROPN
esrj-91593	150	26	(	(	PUNCT
esrj-91593	150	27	2017	2017	NUM
esrj-91593	150	28	)	)	PUNCT
esrj-91593	150	29	.	.	PUNCT
esrj-91593	151	1	dynamic	dynamic	ADJ
esrj-91593	151	2	characteristics	characteristic	NOUN
esrj-91593	151	3	of	of	ADP
esrj-91593	151	4	a	a	DET
esrj-91593	151	5	building	building	NOUN
esrj-91593	151	6	with	with	ADP
esrj-91593	151	7	seismic	seismic	ADJ
esrj-91593	151	8	joints	joint	NOUN
esrj-91593	151	9	based	base	VERB
esrj-91593	151	10	on	on	ADP
esrj-91593	151	11	ambient	ambient	ADJ
esrj-91593	151	12	vibration	vibration	NOUN
esrj-91593	151	13	.	.	PUNCT
esrj-91593	152	1	journal	journal	PROPN
esrj-91593	152	2	of	of	ADP
esrj-91593	152	3	hunan	hunan	PROPN
esrj-91593	152	4	university	university	PROPN
esrj-91593	152	5	,	,	PUNCT
esrj-91593	152	6	44(1	44(1	PROPN
esrj-91593	152	7	)	)	PUNCT
esrj-91593	152	8	,	,	PUNCT
esrj-91593	152	9	95	95	NUM
esrj-91593	152	10	-	-	SYM
esrj-91593	152	11	101	101	NUM
esrj-91593	152	12	.	.	PUNCT
esrj-91593	153	1	doi	doi	NOUN
esrj-91593	153	2	:	:	PUNCT
esrj-91593	153	3	10.16339	10.16339	NUM
esrj-91593	153	4	/	/	SYM
esrj-91593	153	5	j.cnki	j.cnki	NOUN
esrj-91593	153	6	.	.	PUNCT
esrj-91593	153	7	hdxbzkb.2017.01.012	hdxbzkb.2017.01.012	PROPN
esrj-91593	154	1	qiu	qiu	PROPN
esrj-91593	154	2	,	,	PUNCT
esrj-91593	154	3	j.	j.	PROPN
esrj-91593	154	4	,	,	PUNCT
esrj-91593	154	5	wang	wang	PROPN
esrj-91593	154	6	,	,	PUNCT
esrj-91593	154	7	x.	x.	PROPN
esrj-91593	154	8	,	,	PUNCT
esrj-91593	154	9	lai	lai	PROPN
esrj-91593	154	10	,	,	PUNCT
esrj-91593	154	11	j.	j.	PROPN
esrj-91593	154	12	,	,	PUNCT
esrj-91593	154	13	&	&	CCONJ
esrj-91593	154	14	wang	wang	PROPN
esrj-91593	154	15	,	,	PUNCT
esrj-91593	154	16	j.	j.	PROPN
esrj-91593	154	17	(	(	PUNCT
esrj-91593	154	18	2018	2018	NUM
esrj-91593	154	19	)	)	PUNCT
esrj-91593	154	20	.	.	PUNCT
esrj-91593	155	1	response	response	NOUN
esrj-91593	155	2	characteristics	characteristic	NOUN
esrj-91593	155	3	and	and	CCONJ
esrj-91593	155	4	preventions	prevention	NOUN
esrj-91593	155	5	for	for	ADP
esrj-91593	155	6	seismic	seismic	ADJ
esrj-91593	155	7	subsidence	subsidence	NOUN
esrj-91593	155	8	of	of	ADP
esrj-91593	155	9	loess	loess	NOUN
esrj-91593	155	10	in	in	ADP
esrj-91593	155	11	northwest	northwest	PROPN
esrj-91593	155	12	china	china	PROPN
esrj-91593	155	13	.	.	PUNCT
esrj-91593	156	1	natural	natural	ADJ
esrj-91593	156	2	hazards	hazard	NOUN
esrj-91593	156	3	,	,	PUNCT
esrj-91593	156	4	92(7	92(7	NUM
esrj-91593	156	5	)	)	PUNCT
esrj-91593	156	6	,	,	PUNCT
esrj-91593	156	7	1	1	NUM
esrj-91593	156	8	-	-	SYM
esrj-91593	156	9	27	27	NUM
esrj-91593	156	10	.	.	PUNCT
esrj-91593	157	1	sarhosis	sarhosis	NOUN
esrj-91593	157	2	,	,	PUNCT
esrj-91593	157	3	v.	v.	PROPN
esrj-91593	157	4	,	,	PUNCT
esrj-91593	157	5	milani	milani	PROPN
esrj-91593	157	6	,	,	PUNCT
esrj-91593	157	7	g.	g.	PROPN
esrj-91593	157	8	,	,	PUNCT
esrj-91593	157	9	formisano	formisano	PROPN
esrj-91593	157	10	,	,	PUNCT
esrj-91593	157	11	a.	a.	NOUN
esrj-91593	157	12	,	,	PUNCT
esrj-91593	157	13	&	&	CCONJ
esrj-91593	157	14	fabbrocino	fabbrocino	PROPN
esrj-91593	157	15	,	,	PUNCT
esrj-91593	157	16	f.	f.	PROPN
esrj-91593	157	17	(	(	PUNCT
esrj-91593	157	18	2018	2018	NUM
esrj-91593	157	19	)	)	PUNCT
esrj-91593	157	20	.	.	PUNCT
esrj-91593	158	1	evaluation	evaluation	NOUN
esrj-91593	158	2	of	of	ADP
esrj-91593	158	3	different	different	ADJ
esrj-91593	158	4	approaches	approach	NOUN
esrj-91593	158	5	for	for	ADP
esrj-91593	158	6	the	the	DET
esrj-91593	158	7	estimation	estimation	NOUN
esrj-91593	158	8	of	of	ADP
esrj-91593	158	9	the	the	DET
esrj-91593	158	10	seismic	seismic	ADJ
esrj-91593	158	11	vulnerability	vulnerability	NOUN
esrj-91593	158	12	of	of	ADP
esrj-91593	158	13	masonry	masonry	NOUN
esrj-91593	158	14	towers	tower	NOUN
esrj-91593	158	15	.	.	PUNCT
esrj-91593	159	1	bulletin	bulletin	NOUN
esrj-91593	159	2	of	of	ADP
esrj-91593	159	3	earthquake	earthquake	NOUN
esrj-91593	159	4	engineering	engineering	NOUN
esrj-91593	159	5	,	,	PUNCT
esrj-91593	159	6	3–4	3–4	NUM
esrj-91593	159	7	,	,	PUNCT
esrj-91593	159	8	1	1	NUM
esrj-91593	159	9	-	-	SYM
esrj-91593	159	10	35	35	NUM
esrj-91593	159	11	.	.	PUNCT
esrj-91593	160	1	song	song	PROPN
esrj-91593	160	2	,	,	PUNCT
esrj-91593	160	3	b.	b.	PROPN
esrj-91593	160	4	,	,	PUNCT
esrj-91593	160	5	tsinaris	tsinaris	PROPN
esrj-91593	160	6	,	,	PUNCT
esrj-91593	160	7	a.	a.	NOUN
esrj-91593	160	8	,	,	PUNCT
esrj-91593	160	9	&	&	CCONJ
esrj-91593	160	10	anastasiadis	anastasiadis	PROPN
esrj-91593	160	11	,	,	PUNCT
esrj-91593	160	12	a.	a.	NOUN
esrj-91593	160	13	(	(	PUNCT
esrj-91593	160	14	2017	2017	NUM
esrj-91593	160	15	)	)	PUNCT
esrj-91593	160	16	.	.	PUNCT
esrj-91593	161	1	small	small	ADJ
esrj-91593	161	2	-	-	PUNCT
esrj-91593	161	3	strain	strain	NOUN
esrj-91593	161	4	stiffness	stiffness	NOUN
esrj-91593	161	5	and	and	CCONJ
esrj-91593	161	6	damping	damp	VERB
esrj-91593	161	7	of	of	ADP
esrj-91593	161	8	lanzhou	lanzhou	PROPN
esrj-91593	161	9	loess	loess	PROPN
esrj-91593	161	10	.	.	PUNCT
esrj-91593	162	1	soil	soil	NOUN
esrj-91593	162	2	dynamics	dynamic	NOUN
esrj-91593	162	3	&	&	CCONJ
esrj-91593	162	4	earthquake	earthquake	PROPN
esrj-91593	162	5	engineering	engineering	NOUN
esrj-91593	162	6	,	,	PUNCT
esrj-91593	162	7	95	95	NUM
esrj-91593	162	8	,	,	PUNCT
esrj-91593	162	9	96	96	NUM
esrj-91593	162	10	-	-	SYM
esrj-91593	162	11	105	105	NUM
esrj-91593	162	12	.	.	PUNCT
esrj-91593	163	1	wang	wang	PROPN
esrj-91593	163	2	,	,	PUNCT
esrj-91593	163	3	y.	y.	PROPN
esrj-91593	163	4	,	,	PUNCT
esrj-91593	163	5	gang	gang	NOUN
esrj-91593	163	6	,	,	PUNCT
esrj-91593	163	7	t.	t.	PROPN
esrj-91593	163	8	,	,	PUNCT
esrj-91593	163	9	&	&	CCONJ
esrj-91593	163	10	yu	yu	PROPN
esrj-91593	163	11	,	,	PUNCT
esrj-91593	163	12	l.	l.	PROPN
esrj-91593	163	13	(	(	PUNCT
esrj-91593	163	14	2017	2017	NUM
esrj-91593	163	15	)	)	PUNCT
esrj-91593	163	16	.	.	PUNCT
esrj-91593	164	1	the	the	DET
esrj-91593	164	2	effect	effect	NOUN
esrj-91593	164	3	of	of	ADP
esrj-91593	164	4	explosion	explosion	NOUN
esrj-91593	164	5	parameters	parameter	NOUN
esrj-91593	164	6	on	on	ADP
esrj-91593	164	7	seismic	seismic	ADJ
esrj-91593	164	8	source	source	NOUN
esrj-91593	164	9	wavelet	wavelet	NOUN
esrj-91593	164	10	calculation	calculation	NOUN
esrj-91593	164	11	and	and	CCONJ
esrj-91593	164	12	its	its	PRON
esrj-91593	164	13	characteristics	characteristic	NOUN
esrj-91593	164	14	.	.	PUNCT
esrj-91593	165	1	journal	journal	NOUN
esrj-91593	165	2	of	of	ADP
esrj-91593	165	3	applied	apply	VERB
esrj-91593	165	4	geophysics	geophysic	NOUN
esrj-91593	165	5	,	,	PUNCT
esrj-91593	165	6	145	145	NUM
esrj-91593	165	7	.	.	PUNCT
esrj-91593	166	1	xu	xu	PROPN
esrj-91593	166	2	,	,	PUNCT
esrj-91593	166	3	j.	j.	PROPN
esrj-91593	166	4	s.	s.	PROPN
esrj-91593	166	5	,	,	PUNCT
esrj-91593	166	6	&	&	CCONJ
esrj-91593	166	7	yang	yang	PROPN
esrj-91593	166	8	,	,	PUNCT
esrj-91593	166	9	x.	x.	PROPN
esrj-91593	166	10	l.	l.	PROPN
esrj-91593	166	11	(	(	PUNCT
esrj-91593	166	12	2017	2017	NUM
esrj-91593	166	13	)	)	PUNCT
esrj-91593	166	14	.	.	PUNCT
esrj-91593	167	1	effects	effect	NOUN
esrj-91593	167	2	of	of	ADP
esrj-91593	167	3	seismic	seismic	ADJ
esrj-91593	167	4	force	force	NOUN
esrj-91593	167	5	and	and	CCONJ
esrj-91593	167	6	pore	pore	VERB
esrj-91593	167	7	water	water	NOUN
esrj-91593	167	8	pressure	pressure	NOUN
esrj-91593	167	9	on	on	ADP
esrj-91593	167	10	three	three	NUM
esrj-91593	167	11	dimensional	dimensional	ADJ
esrj-91593	167	12	slope	slope	NOUN
esrj-91593	167	13	stability	stability	NOUN
esrj-91593	167	14	in	in	ADP
esrj-91593	167	15	nonhomogeneous	nonhomogeneous	ADJ
esrj-91593	167	16	and	and	CCONJ
esrj-91593	167	17	anisotropic	anisotropic	NOUN
esrj-91593	167	18	soil	soil	NOUN
esrj-91593	167	19	.	.	PUNCT
esrj-91593	168	1	ksce	ksce	PROPN
esrj-91593	168	2	journal	journal	PROPN
esrj-91593	168	3	of	of	ADP
esrj-91593	168	4	civil	civil	ADJ
esrj-91593	168	5	engineering	engineering	NOUN
esrj-91593	168	6	,	,	PUNCT
esrj-91593	168	7	2	2	NUM
esrj-91593	168	8	,	,	PUNCT
esrj-91593	168	9	1	1	NUM
esrj-91593	168	10	-	-	SYM
esrj-91593	168	11	10	10	NUM
esrj-91593	168	12	.	.	NOUN
esrj-91593	168	13	0	0	NUM
esrj-91593	169	1	2	2	NUM
esrj-91593	169	2	4	4	NUM
esrj-91593	169	3	6	6	NUM
esrj-91593	169	4	8	8	NUM
esrj-91593	169	5	10	10	NUM
esrj-91593	169	6	12	12	NUM
esrj-91593	169	7	14	14	NUM
esrj-91593	169	8	16	16	NUM
esrj-91593	169	9	0.00	0.00	NUM
esrj-91593	169	10	0.02	0.02	NUM
esrj-91593	169	11	0.04	0.04	NUM
esrj-91593	169	12	0.06	0.06	NUM
esrj-91593	169	13	0.08	0.08	NUM
esrj-91593	169	14	se	se	PROPN
esrj-91593	169	15	ism	ism	PROPN
esrj-91593	169	16	ic	ic	PROPN
esrj-91593	169	17	su	su	NOUN
esrj-91593	169	18	bs	bs	INTJ
esrj-91593	169	19	i	i	PROPN
esrj-91593	169	20	d	d	PROPN
esrj-91593	169	21	en	en	PROPN
esrj-91593	169	22	ce	ce	PROPN
esrj-91593	169	23	c	c	PROPN
esrj-91593	169	24	oe	oe	PROPN
esrj-91593	169	25	ffi	ffi	PROPN
esrj-91593	169	26	ci	ci	PROPN
esrj-91593	169	27	en	en	ADP
esrj-91593	169	28	depth/	depth/	NUM
esrj-91593	169	29	m	m	PROPN
esrj-91593	169	30	a	a	DET
esrj-91593	169	31	b	b	NOUN
esrj-91593	169	32	0	0	NUM
esrj-91593	169	33	2	2	NUM
esrj-91593	169	34	4	4	NUM
esrj-91593	169	35	6	6	NUM
esrj-91593	169	36	8	8	NUM
esrj-91593	169	37	10	10	NUM
esrj-91593	169	38	12	12	NUM
esrj-91593	169	39	14	14	NUM
esrj-91593	169	40	16	16	NUM
esrj-91593	169	41	0.0	0.0	NUM
esrj-91593	169	42	0.2	0.2	NUM
esrj-91593	169	43	0.4	0.4	NUM
esrj-91593	169	44	0.6	0.6	NUM
esrj-91593	169	45	se	se	X
esrj-91593	169	46	is	be	AUX
esrj-91593	169	47	m	m	PROPN
esrj-91593	169	48	ic	ic	PROPN
esrj-91593	169	49	su	su	PROPN
esrj-91593	169	50	bs	bs	INTJ
esrj-91593	169	51	i	i	PROPN
esrj-91593	169	52	d	d	PROPN
esrj-91593	169	53	en	en	PROPN
esrj-91593	169	54	ce	ce	PROPN
esrj-91593	169	55	depth/	depth/	NUM
esrj-91593	169	56	m	m	NOUN
esrj-91593	169	57	1	1	NUM
esrj-91593	169	58	figure	figure	NOUN
esrj-91593	169	59	10	10	NUM
esrj-91593	169	60	.	.	PUNCT
esrj-91593	170	1	relationship	relationship	NOUN
esrj-91593	170	2	between	between	ADP
esrj-91593	170	3	seismic	seismic	ADJ
esrj-91593	170	4	subsidence	subsidence	NOUN
esrj-91593	170	5	coefficients	coefficient	NOUN
esrj-91593	170	6	at	at	ADP
esrj-91593	170	7	different	different	ADJ
esrj-91593	170	8	soil	soil	NOUN
esrj-91593	170	9	depths	depth	NOUN
esrj-91593	170	10	and	and	CCONJ
esrj-91593	170	11	seismic	seismic	ADJ
esrj-91593	170	12	subsidence	subsidence	NOUN
esrj-91593	170	13	depths	depth	NOUN
esrj-91593	170	14	0	0	NUM
esrj-91593	170	15	2	2	NUM
esrj-91593	170	16	4	4	NUM
esrj-91593	170	17	6	6	NUM
esrj-91593	170	18	8	8	NUM
esrj-91593	170	19	10	10	NUM
esrj-91593	170	20	12	12	NUM
esrj-91593	170	21	0.00	0.00	NUM
esrj-91593	170	22	0.02	0.02	NUM
esrj-91593	170	23	0.04	0.04	NUM
esrj-91593	170	24	0.06	0.06	NUM
esrj-91593	170	25	0.08	0.08	NUM
esrj-91593	170	26	0.10	0.10	NUM
esrj-91593	170	27	number	number	NOUN
esrj-91593	170	28	of	of	ADP
esrj-91593	170	29	cycles	cycle	NOUN
esrj-91593	170	30	se	se	PROPN
esrj-91593	170	31	is	be	AUX
esrj-91593	170	32	m	m	PROPN
esrj-91593	170	33	ic	ic	PROPN
esrj-91593	170	34	su	su	PROPN
esrj-91593	170	35	bs	bs	INTJ
esrj-91593	170	36	i	i	PROPN
esrj-91593	170	37	d	d	PROPN
esrj-91593	170	38	en	en	PROPN
esrj-91593	170	39	ce	ce	PROPN
esrj-91593	170	40	c	c	PROPN
esrj-91593	170	41	oe	oe	PROPN
esrj-91593	170	42	ff	ff	INTJ
esrj-91593	170	43	ic	ic	PROPN
esrj-91593	170	44	ie	ie	PROPN
esrj-91593	170	45	n	n	ADV
esrj-91593	170	46	0.5	0.5	NUM
esrj-91593	170	47	m	m	NOUN
esrj-91593	170	48	3.5	3.5	NUM
esrj-91593	170	49	m	m	NUM
esrj-91593	170	50	6.5	6.5	NUM
esrj-91593	170	51	m	m	NOUN
esrj-91593	170	52	9.5	9.5	NUM
esrj-91593	170	53	m	m	NUM
esrj-91593	170	54	12.5	12.5	NUM
esrj-91593	170	55	m	m	NUM
esrj-91593	170	56	15.5	15.5	NUM
esrj-91593	170	57	m	m	NOUN
esrj-91593	170	58	figure	figure	NOUN
esrj-91593	170	59	9	9	NUM
esrj-91593	170	60	.	.	PUNCT
esrj-91593	170	61	relationship	relationship	NOUN
esrj-91593	170	62	between	between	ADP
esrj-91593	170	63	seismic	seismic	ADJ
esrj-91593	170	64	subsidence	subsidence	NOUN
esrj-91593	170	65	coefficient	coefficient	NOUN
esrj-91593	170	66	and	and	CCONJ
esrj-91593	170	67	cycle	cycle	NOUN
esrj-91593	170	68	times	time	NOUN
esrj-91593	170	69	at	at	ADP
esrj-91593	170	70	different	different	ADJ
esrj-91593	170	71	soil	soil	NOUN
esrj-91593	170	72	depths	depth	VERB
esrj-91593	170	73	https://doi.org/10.1002/eqe.2825	https://doi.org/10.1002/eqe.2825	PROPN
esrj-91593	170	74	https://doi.org/10.1155/2017/1484015	https://doi.org/10.1155/2017/1484015	PROPN
esrj-91593	170	75	https://doi.org/10.1002/gj.3188	https://doi.org/10.1002/gj.3188	PUNCT
esrj-91593	170	76	https://doi.org/10.1002/gj.3188	https://doi.org/10.1002/gj.3188	X
esrj-91593	170	77	10.16339	10.16339	NUM
esrj-91593	170	78	/	/	SYM
esrj-91593	170	79	j.cnki.hdxbzkb	j.cnki.hdxbzkb	PROPN
esrj-91593	170	80	10.16339	10.16339	NUM
esrj-91593	170	81	/	/	SYM
esrj-91593	170	82	j.cnki.hdxbzkb	j.cnki.hdxbzkb	NOUN