id	sid	tid	token	lemma	pos
fis-1681	1	1	microsoft	microsoft	PROPN
fis-1681	1	2	word	word	NOUN
fis-1681	1	3	numero_35_art_56	numero_35_art_56	PROPN
fis-1681	1	4	l.	l.	PROPN
fis-1681	1	5	chunjiang	chunjiang	PROPN
fis-1681	1	6	et	et	PROPN
fis-1681	1	7	alii	alii	PROPN
fis-1681	1	8	,	,	PUNCT
fis-1681	1	9	frattura	frattura	PROPN
fis-1681	1	10	ed	ed	PROPN
fis-1681	1	11	integrità	integrità	PROPN
fis-1681	1	12	strutturale	strutturale	PROPN
fis-1681	1	13	,	,	PUNCT
fis-1681	1	14	35	35	NUM
fis-1681	1	15	(	(	PUNCT
fis-1681	1	16	2016	2016	NUM
fis-1681	1	17	)	)	PUNCT
fis-1681	1	18	500	500	NUM
fis-1681	1	19	-	-	SYM
fis-1681	1	20	508	508	NUM
fis-1681	1	21	;	;	PUNCT
fis-1681	1	22	doi	doi	NOUN
fis-1681	1	23	:	:	PUNCT
fis-1681	1	24	10.3221	10.3221	NUM
fis-1681	1	25	/	/	SYM
fis-1681	1	26	igf	igf	NOUN
fis-1681	1	27	-	-	NOUN
fis-1681	1	28	esis.35.56	esis.35.56	NOUN
fis-1681	1	29	500	500	NUM
fis-1681	1	30	influence	influence	NOUN
fis-1681	1	31	of	of	ADP
fis-1681	1	32	different	different	ADJ
fis-1681	1	33	sizes	size	NOUN
fis-1681	1	34	of	of	ADP
fis-1681	1	35	concrete	concrete	ADJ
fis-1681	1	36	and	and	CCONJ
fis-1681	1	37	roller	roller	NOUN
fis-1681	1	38	compacted	compact	VERB
fis-1681	1	39	concrete	concrete	NOUN
fis-1681	1	40	on	on	ADP
fis-1681	1	41	double	double	ADJ
fis-1681	1	42	-	-	PUNCT
fis-1681	1	43	k	k	PROPN
fis-1681	1	44	fracture	fracture	PROPN
fis-1681	1	45	parameters	parameter	NOUN
fis-1681	1	46	liu	liu	PROPN
fis-1681	1	47	chunjiang	chunjiang	PROPN
fis-1681	1	48	school	school	NOUN
fis-1681	1	49	of	of	ADP
fis-1681	1	50	civil	civil	ADJ
fis-1681	1	51	engineering	engineering	NOUN
fis-1681	1	52	,	,	PUNCT
fis-1681	1	53	chang’an	chang’an	PROPN
fis-1681	1	54	university	university	NOUN
fis-1681	1	55	,	,	PUNCT
fis-1681	1	56	shanxi	shanxi	PROPN
fis-1681	1	57	,	,	PUNCT
fis-1681	1	58	xi’an	xi’an	PROPN
fis-1681	1	59	,	,	PUNCT
fis-1681	1	60	710061	710061	NUM
fis-1681	1	61	,	,	PUNCT
fis-1681	1	62	china	china	PROPN
fis-1681	1	63	liuchunjiang23@sina.com	liuchunjiang23@sina.com	PROPN
fis-1681	2	1	zhang	zhang	PROPN
fis-1681	2	2	huabo	huabo	PROPN
fis-1681	2	3	shandong	shandong	PROPN
fis-1681	2	4	rong	rong	PROPN
fis-1681	2	5	cheng	cheng	PROPN
fis-1681	2	6	construction	construction	PROPN
fis-1681	2	7	group	group	PROPN
fis-1681	2	8	co.	co.	PROPN
fis-1681	2	9	,	,	PUNCT
fis-1681	2	10	ltd	ltd	PROPN
fis-1681	2	11	.	.	PROPN
fis-1681	2	12	,	,	PUNCT
fis-1681	2	13	shandong	shandong	PROPN
fis-1681	2	14	,	,	PUNCT
fis-1681	2	15	rongcheng	rongcheng	PROPN
fis-1681	2	16	,	,	PUNCT
fis-1681	2	17	264300	264300	NUM
fis-1681	2	18	,	,	PUNCT
fis-1681	2	19	china	china	PROPN
fis-1681	2	20	lv	lv	PROPN
fis-1681	2	21	ninghua	ninghua	PROPN
fis-1681	2	22	rongcheng	rongcheng	PROPN
fis-1681	2	23	jiu	jiu	PROPN
fis-1681	2	24	zhou	zhou	PROPN
fis-1681	2	25	project	project	PROPN
fis-1681	2	26	management	management	PROPN
fis-1681	2	27	ltd	ltd	PROPN
fis-1681	2	28	.	.	PROPN
fis-1681	2	29	,	,	PUNCT
fis-1681	2	30	shandong	shandong	PROPN
fis-1681	2	31	,	,	PUNCT
fis-1681	2	32	rongcheng	rongcheng	PROPN
fis-1681	2	33	,	,	PUNCT
fis-1681	2	34	264300	264300	NUM
fis-1681	2	35	,	,	PUNCT
fis-1681	2	36	china	china	PROPN
fis-1681	2	37	abstract	abstract	NOUN
fis-1681	2	38	.	.	PUNCT
fis-1681	3	1	affected	affect	VERB
fis-1681	3	2	by	by	ADP
fis-1681	3	3	physical	physical	ADJ
fis-1681	3	4	properties	property	NOUN
fis-1681	3	5	of	of	ADP
fis-1681	3	6	various	various	ADJ
fis-1681	3	7	components	component	NOUN
fis-1681	3	8	,	,	PUNCT
fis-1681	3	9	characteristics	characteristic	NOUN
fis-1681	3	10	and	and	CCONJ
fis-1681	3	11	stress	stress	NOUN
fis-1681	3	12	states	state	NOUN
fis-1681	3	13	of	of	ADP
fis-1681	3	14	junction	junction	NOUN
fis-1681	3	15	surface	surface	NOUN
fis-1681	3	16	and	and	CCONJ
fis-1681	3	17	other	other	ADJ
fis-1681	3	18	multiple	multiple	ADJ
fis-1681	3	19	factors	factor	NOUN
fis-1681	3	20	,	,	PUNCT
fis-1681	3	21	concrete	concrete	ADJ
fis-1681	3	22	,	,	PUNCT
fis-1681	3	23	as	as	ADP
fis-1681	3	24	a	a	DET
fis-1681	3	25	kind	kind	NOUN
fis-1681	3	26	of	of	ADP
fis-1681	3	27	multi	multi	ADJ
fis-1681	3	28	-	-	ADJ
fis-1681	3	29	phase	phase	ADJ
fis-1681	3	30	composite	composite	ADJ
fis-1681	3	31	material	material	NOUN
fis-1681	3	32	,	,	PUNCT
fis-1681	3	33	has	have	VERB
fis-1681	3	34	complicated	complicated	ADJ
fis-1681	3	35	failure	failure	NOUN
fis-1681	3	36	mechanism	mechanism	NOUN
fis-1681	3	37	,	,	PUNCT
fis-1681	3	38	thus	thus	ADV
fis-1681	3	39	making	make	VERB
fis-1681	3	40	its	its	PRON
fis-1681	3	41	fracture	fracture	NOUN
fis-1681	3	42	mechanism	mechanism	NOUN
fis-1681	3	43	research	research	NOUN
fis-1681	3	44	difficult	difficult	ADJ
fis-1681	3	45	.	.	PUNCT
fis-1681	4	1	but	but	CCONJ
fis-1681	4	2	concrete	concrete	NOUN
fis-1681	4	3	has	have	AUX
fis-1681	4	4	been	be	AUX
fis-1681	4	5	widely	widely	ADV
fis-1681	4	6	used	use	VERB
fis-1681	4	7	in	in	ADP
fis-1681	4	8	engineering	engineering	NOUN
fis-1681	4	9	construction	construction	NOUN
fis-1681	4	10	,	,	PUNCT
fis-1681	4	11	so	so	SCONJ
fis-1681	4	12	research	research	NOUN
fis-1681	4	13	on	on	ADP
fis-1681	4	14	concrete	concrete	ADJ
fis-1681	4	15	fracture	fracture	NOUN
fis-1681	4	16	theory	theory	NOUN
fis-1681	4	17	is	be	AUX
fis-1681	4	18	of	of	ADP
fis-1681	4	19	important	important	ADJ
fis-1681	4	20	realistic	realistic	ADJ
fis-1681	4	21	significance	significance	NOUN
fis-1681	4	22	and	and	CCONJ
fis-1681	4	23	construction	construction	NOUN
fis-1681	4	24	value	value	NOUN
fis-1681	4	25	.	.	PUNCT
fis-1681	5	1	this	this	DET
fis-1681	5	2	study	study	NOUN
fis-1681	5	3	discusses	discuss	VERB
fis-1681	5	4	influence	influence	NOUN
fis-1681	5	5	rule	rule	NOUN
fis-1681	5	6	of	of	ADP
fis-1681	5	7	specimen	speciman	NOUN
fis-1681	5	8	size	size	NOUN
fis-1681	5	9	and	and	CCONJ
fis-1681	5	10	crack	crack	NOUN
fis-1681	5	11	-	-	PUNCT
fis-1681	5	12	depth	depth	NOUN
fis-1681	5	13	ratio	ratio	NOUN
fis-1681	5	14	(	(	PUNCT
fis-1681	5	15	α0	α0	ADJ
fis-1681	5	16	/	/	SYM
fis-1681	5	17	h	h	NOUN
fis-1681	5	18	)	)	PUNCT
fis-1681	5	19	on	on	ADP
fis-1681	5	20	doublek	doublek	ADJ
fis-1681	5	21	fracture	fracture	PROPN
fis-1681	5	22	parameters	parameter	NOUN
fis-1681	5	23	(	(	PUNCT
fis-1681	5	24	initial	initial	ADJ
fis-1681	5	25	fracture	fracture	ADJ
fis-1681	5	26	toughness	toughness	NOUN
fis-1681	5	27	ini	ini	PROPN
fis-1681	5	28	ick	ick	NOUN
fis-1681	5	29	and	and	CCONJ
fis-1681	5	30	unstable	unstable	ADJ
fis-1681	5	31	fracture	fracture	NOUN
fis-1681	5	32	toughness	toughness	NOUN
fis-1681	5	33	un	un	PROPN
fis-1681	5	34	ick	ick	PROPN
fis-1681	5	35	)	)	PUNCT
fis-1681	5	36	and	and	CCONJ
fis-1681	5	37	its	its	PRON
fis-1681	5	38	size	size	NOUN
fis-1681	5	39	effects	effect	NOUN
fis-1681	5	40	by	by	ADP
fis-1681	5	41	using	use	VERB
fis-1681	5	42	fracture	fracture	NOUN
fis-1681	5	43	test	test	NOUN
fis-1681	5	44	.	.	PUNCT
fis-1681	6	1	different	different	ADJ
fis-1681	6	2	sizes	size	NOUN
fis-1681	6	3	of	of	ADP
fis-1681	6	4	concretes	concrete	NOUN
fis-1681	6	5	and	and	CCONJ
fis-1681	6	6	roller	roller	NOUN
fis-1681	6	7	compacted	compact	VERB
fis-1681	6	8	concrete	concrete	NOUN
fis-1681	6	9	(	(	PUNCT
fis-1681	6	10	rcc	rcc	PROPN
fis-1681	6	11	)	)	PUNCT
fis-1681	6	12	specimens	specimen	NOUN
fis-1681	6	13	are	be	AUX
fis-1681	6	14	adopted	adopt	VERB
fis-1681	6	15	to	to	PART
fis-1681	6	16	explore	explore	VERB
fis-1681	6	17	influence	influence	NOUN
fis-1681	6	18	of	of	ADP
fis-1681	6	19	specimen	speciman	NOUN
fis-1681	6	20	size	size	VERB
fis-1681	6	21	on	on	ADP
fis-1681	6	22	concrete	concrete	ADJ
fis-1681	6	23	double	double	ADJ
fis-1681	6	24	-	-	PUNCT
fis-1681	6	25	k	k	NOUN
fis-1681	6	26	fracture	fracture	NOUN
fis-1681	6	27	parameters	parameter	NOUN
fis-1681	6	28	.	.	PUNCT
fis-1681	7	1	results	result	NOUN
fis-1681	7	2	reveal	reveal	VERB
fis-1681	7	3	that	that	SCONJ
fis-1681	7	4	initial	initial	ADJ
fis-1681	7	5	fracture	fracture	NOUN
fis-1681	7	6	toughness	toughness	NOUN
fis-1681	7	7	ini	ini	PROPN
fis-1681	7	8	ick	ick	NOUN
fis-1681	7	9	and	and	CCONJ
fis-1681	7	10	unstable	unstable	ADJ
fis-1681	7	11	fracture	fracture	NOUN
fis-1681	7	12	toughness	toughness	NOUN
fis-1681	7	13	un	un	PROPN
fis-1681	7	14	ick	ick	NOUN
fis-1681	7	15	increase	increase	NOUN
fis-1681	7	16	as	as	SCONJ
fis-1681	7	17	specimen	speciman	NOUN
fis-1681	7	18	size	size	NOUN
fis-1681	7	19	enlarges	enlarge	VERB
fis-1681	7	20	,	,	PUNCT
fis-1681	7	21	showing	show	VERB
fis-1681	7	22	a	a	DET
fis-1681	7	23	size	size	NOUN
fis-1681	7	24	effect	effect	NOUN
fis-1681	7	25	;	;	PUNCT
fis-1681	7	26	besides	besides	ADV
fis-1681	7	27	,	,	PUNCT
fis-1681	7	28	subcritical	subcritical	ADJ
fis-1681	7	29	crack	crack	NOUN
fis-1681	7	30	extends	extend	VERB
fis-1681	7	31	with	with	ADP
fis-1681	7	32	the	the	DET
fis-1681	7	33	increase	increase	NOUN
fis-1681	7	34	of	of	ADP
fis-1681	7	35	specimen	speciman	NOUN
fis-1681	7	36	size	size	VERB
fis-1681	7	37	.	.	PUNCT
fis-1681	8	1	with	with	ADP
fis-1681	8	2	regard	regard	NOUN
fis-1681	8	3	to	to	ADP
fis-1681	8	4	specimens	specimen	NOUN
fis-1681	8	5	with	with	ADP
fis-1681	8	6	different	different	ADJ
fis-1681	8	7	crack	crack	NOUN
fis-1681	8	8	-	-	PUNCT
fis-1681	8	9	depth	depth	NOUN
fis-1681	8	10	ratios	ratio	NOUN
fis-1681	8	11	,	,	PUNCT
fis-1681	8	12	its	its	PRON
fis-1681	8	13	unstable	unstable	ADJ
fis-1681	8	14	fracture	fracture	NOUN
fis-1681	8	15	toughness	toughness	NOUN
fis-1681	8	16	un	un	PROPN
fis-1681	8	17	ick	ick	PROPN
fis-1681	8	18	is	be	AUX
fis-1681	8	19	unrelated	unrelated	ADJ
fis-1681	8	20	to	to	ADP
fis-1681	8	21	initial	initial	ADJ
fis-1681	8	22	crack	crack	NOUN
fis-1681	8	23	-	-	PUNCT
fis-1681	8	24	depth	depth	NOUN
fis-1681	8	25	ratio	ratio	NOUN
fis-1681	8	26	when	when	SCONJ
fis-1681	8	27	crack	crack	NOUN
fis-1681	8	28	-	-	PUNCT
fis-1681	8	29	depth	depth	NOUN
fis-1681	8	30	ratio	ratio	NOUN
fis-1681	8	31	is	be	AUX
fis-1681	8	32	more	more	ADJ
fis-1681	8	33	than	than	ADP
fis-1681	8	34	or	or	CCONJ
fis-1681	8	35	equal	equal	ADJ
fis-1681	8	36	to	to	ADP
fis-1681	8	37	0.4	0.4	NUM
fis-1681	8	38	,	,	PUNCT
fis-1681	8	39	while	while	SCONJ
fis-1681	8	40	initial	initial	ADJ
fis-1681	8	41	fracture	fracture	NOUN
fis-1681	8	42	toughness	toughness	NOUN
fis-1681	8	43	ini	ini	PROPN
fis-1681	8	44	ick	ick	PROPN
fis-1681	8	45	is	be	AUX
fis-1681	8	46	correlated	correlate	VERB
fis-1681	8	47	with	with	ADP
fis-1681	8	48	initial	initial	ADJ
fis-1681	8	49	crack	crack	NOUN
fis-1681	8	50	-	-	PUNCT
fis-1681	8	51	depth	depth	NOUN
fis-1681	8	52	ratio	ratio	NOUN
fis-1681	8	53	,	,	PUNCT
fis-1681	8	54	which	which	PRON
fis-1681	8	55	indicate	indicate	VERB
fis-1681	8	56	that	that	PRON
fis-1681	8	57	double	double	ADJ
fis-1681	8	58	-	-	PUNCT
fis-1681	8	59	k	k	PROPN
fis-1681	8	60	fracture	fracture	NOUN
fis-1681	8	61	parameters	parameter	NOUN
fis-1681	8	62	can	can	AUX
fis-1681	8	63	be	be	AUX
fis-1681	8	64	considered	consider	VERB
fis-1681	8	65	as	as	ADP
fis-1681	8	66	material	material	NOUN
fis-1681	8	67	constants	constant	NOUN
fis-1681	8	68	describing	describe	VERB
fis-1681	8	69	concrete	concrete	ADJ
fis-1681	8	70	initial	initial	ADJ
fis-1681	8	71	fracture	fracture	NOUN
fis-1681	8	72	,	,	PUNCT
fis-1681	8	73	stable	stable	ADJ
fis-1681	8	74	expansion	expansion	NOUN
fis-1681	8	75	and	and	CCONJ
fis-1681	8	76	whole	whole	ADJ
fis-1681	8	77	process	process	NOUN
fis-1681	8	78	of	of	ADP
fis-1681	8	79	stability	stability	NOUN
fis-1681	8	80	failure	failure	NOUN
fis-1681	8	81	.	.	PUNCT
fis-1681	9	1	keywords	keyword	NOUN
fis-1681	9	2	.	.	PUNCT
fis-1681	10	1	concrete	concrete	ADJ
fis-1681	10	2	;	;	PUNCT
fis-1681	10	3	fracture	fracture	NOUN
fis-1681	10	4	;	;	PUNCT
fis-1681	10	5	double	double	ADJ
fis-1681	10	6	-	-	PUNCT
fis-1681	10	7	k	k	PROPN
fis-1681	10	8	fracture	fracture	NOUN
fis-1681	10	9	parameters	parameter	NOUN
fis-1681	10	10	;	;	PUNCT
fis-1681	10	11	crack	crack	NOUN
fis-1681	10	12	-	-	PUNCT
fis-1681	10	13	depth	depth	NOUN
fis-1681	10	14	ratio	ratio	NOUN
fis-1681	10	15	.	.	PUNCT
fis-1681	11	1	introduction	introduction	NOUN
fis-1681	11	2	o	o	NOUN
fis-1681	11	3	date	date	NOUN
fis-1681	11	4	,	,	PUNCT
fis-1681	11	5	fracture	fracture	NOUN
fis-1681	11	6	mechanics	mechanic	NOUN
fis-1681	11	7	is	be	AUX
fis-1681	11	8	applied	apply	VERB
fis-1681	11	9	in	in	ADP
fis-1681	11	10	concrete	concrete	ADJ
fis-1681	11	11	structure	structure	NOUN
fis-1681	11	12	from	from	ADP
fis-1681	11	13	three	three	NUM
fis-1681	11	14	aspects	aspect	NOUN
fis-1681	11	15	[	[	X
fis-1681	11	16	1	1	NUM
fis-1681	11	17	]	]	PUNCT
fis-1681	11	18	:	:	PUNCT
fis-1681	11	19	first	first	ADV
fis-1681	11	20	is	be	AUX
fis-1681	11	21	research	research	NOUN
fis-1681	11	22	on	on	ADP
fis-1681	11	23	fracture	fracture	NOUN
fis-1681	11	24	mechanism	mechanism	NOUN
fis-1681	11	25	of	of	ADP
fis-1681	11	26	concrete	concrete	NOUN
fis-1681	11	27	;	;	PUNCT
fis-1681	11	28	second	second	ADV
fis-1681	11	29	is	be	AUX
fis-1681	11	30	decision	decision	NOUN
fis-1681	11	31	of	of	ADP
fis-1681	11	32	endanger	endanger	NOUN
fis-1681	11	33	degree	degree	NOUN
fis-1681	11	34	of	of	ADP
fis-1681	11	35	some	some	DET
fis-1681	11	36	serious	serious	ADJ
fis-1681	11	37	cracks	crack	NOUN
fis-1681	11	38	in	in	ADP
fis-1681	11	39	concrete	concrete	ADJ
fis-1681	11	40	structure	structure	NOUN
fis-1681	11	41	,	,	PUNCT
fis-1681	11	42	for	for	ADP
fis-1681	11	43	example	example	NOUN
fis-1681	11	44	,	,	PUNCT
fis-1681	11	45	stability	stability	NOUN
fis-1681	11	46	analysis	analysis	NOUN
fis-1681	11	47	of	of	ADP
fis-1681	11	48	crack	crack	NOUN
fis-1681	11	49	in	in	ADP
fis-1681	11	50	pier	pier	NOUN
fis-1681	11	51	,	,	PUNCT
fis-1681	11	52	upstream	upstream	ADJ
fis-1681	11	53	face	face	NOUN
fis-1681	11	54	crack	crack	NOUN
fis-1681	11	55	in	in	ADP
fis-1681	11	56	massive	massive	ADJ
fis-1681	11	57	-	-	PUNCT
fis-1681	11	58	head	head	NOUN
fis-1681	11	59	dam	dam	NOUN
fis-1681	11	60	and	and	CCONJ
fis-1681	11	61	pressure	pressure	NOUN
fis-1681	11	62	vessel	vessel	NOUN
fis-1681	11	63	crack	crack	NOUN
fis-1681	11	64	of	of	ADP
fis-1681	11	65	prestressed	prestressed	ADJ
fis-1681	11	66	concrete	concrete	NOUN
fis-1681	11	67	(	(	PUNCT
fis-1681	11	68	pc	pc	NOUN
fis-1681	11	69	)	)	PUNCT
fis-1681	11	70	in	in	ADP
fis-1681	11	71	atomic	atomic	ADJ
fis-1681	11	72	power	power	NOUN
fis-1681	11	73	station	station	NOUN
fis-1681	11	74	;	;	PUNCT
fis-1681	11	75	third	third	ADV
fis-1681	11	76	is	be	AUX
fis-1681	11	77	improvement	improvement	NOUN
fis-1681	11	78	of	of	ADP
fis-1681	11	79	design	design	NOUN
fis-1681	11	80	method	method	NOUN
fis-1681	11	81	of	of	ADP
fis-1681	11	82	concrete	concrete	ADJ
fis-1681	11	83	structure	structure	NOUN
fis-1681	11	84	,	,	PUNCT
fis-1681	11	85	for	for	ADP
fis-1681	11	86	t	t	PROPN
fis-1681	11	87	chunjiang	chunjiang	PROPN
fis-1681	11	88	et	et	PROPN
fis-1681	11	89	alii	alii	PROPN
fis-1681	11	90	,	,	PUNCT
fis-1681	11	91	frattura	frattura	PROPN
fis-1681	11	92	ed	ed	PROPN
fis-1681	11	93	integrità	integrità	PROPN
fis-1681	11	94	strutturale	strutturale	PROPN
fis-1681	11	95	,	,	PUNCT
fis-1681	11	96	35	35	NUM
fis-1681	11	97	(	(	PUNCT
fis-1681	11	98	2016	2016	NUM
fis-1681	11	99	)	)	PUNCT
fis-1681	11	100	500	500	NUM
fis-1681	11	101	-	-	SYM
fis-1681	11	102	508	508	NUM
fis-1681	11	103	;	;	PUNCT
fis-1681	11	104	doi	doi	NOUN
fis-1681	11	105	:	:	PUNCT
fis-1681	11	106	10.3221	10.3221	NUM
fis-1681	11	107	/	/	SYM
fis-1681	11	108	igf	igf	NOUN
fis-1681	11	109	-	-	NOUN
fis-1681	11	110	esis.35.56	esis.35.56	NOUN
fis-1681	11	111	501	501	NUM
fis-1681	11	112	instance	instance	NOUN
fis-1681	11	113	,	,	PUNCT
fis-1681	11	114	decision	decision	NOUN
fis-1681	11	115	of	of	ADP
fis-1681	11	116	stability	stability	NOUN
fis-1681	11	117	of	of	ADP
fis-1681	11	118	various	various	ADJ
fis-1681	11	119	thorough	thorough	ADJ
fis-1681	11	120	cracks	crack	NOUN
fis-1681	11	121	in	in	ADP
fis-1681	11	122	concrete	concrete	ADJ
fis-1681	11	123	pouring	pouring	NOUN
fis-1681	11	124	blocks	block	NOUN
fis-1681	11	125	and	and	CCONJ
fis-1681	11	126	calculation	calculation	NOUN
fis-1681	11	127	of	of	ADP
fis-1681	11	128	cracking	crack	VERB
fis-1681	11	129	load	load	NOUN
fis-1681	11	130	of	of	ADP
fis-1681	11	131	reinforced	reinforce	VERB
fis-1681	11	132	concrete	concrete	NOUN
fis-1681	11	133	(	(	PUNCT
fis-1681	11	134	rc	rc	NOUN
fis-1681	11	135	)	)	PUNCT
fis-1681	11	136	in	in	ADP
fis-1681	11	137	diagonal	diagonal	ADJ
fis-1681	11	138	direction	direction	NOUN
fis-1681	11	139	,	,	PUNCT
fis-1681	11	140	etc	etc	X
fis-1681	11	141	.	.	X
fis-1681	12	1	people	people	NOUN
fis-1681	12	2	are	be	AUX
fis-1681	12	3	expected	expect	VERB
fis-1681	12	4	to	to	PART
fis-1681	12	5	improve	improve	VERB
fis-1681	12	6	design	design	NOUN
fis-1681	12	7	methods	method	NOUN
fis-1681	12	8	of	of	ADP
fis-1681	12	9	gravity	gravity	NOUN
fis-1681	12	10	dam	dam	NOUN
fis-1681	12	11	and	and	CCONJ
fis-1681	12	12	arch	arch	ADJ
fis-1681	12	13	dam	dam	NOUN
fis-1681	12	14	using	use	VERB
fis-1681	12	15	fracture	fracture	NOUN
fis-1681	12	16	mechanics	mechanic	NOUN
fis-1681	12	17	[	[	X
fis-1681	12	18	2	2	NUM
fis-1681	12	19	]	]	PUNCT
fis-1681	12	20	.	.	PUNCT
fis-1681	13	1	two	two	NUM
fis-1681	13	2	-	-	PUNCT
fis-1681	13	3	parameter	parameter	NOUN
fis-1681	13	4	model	model	NOUN
fis-1681	13	5	considers	consider	VERB
fis-1681	13	6	actual	actual	ADJ
fis-1681	13	7	crack	crack	NOUN
fis-1681	13	8	in	in	ADP
fis-1681	13	9	combination	combination	NOUN
fis-1681	13	10	with	with	ADP
fis-1681	13	11	micro	micro	ADJ
fis-1681	13	12	-	-	ADJ
fis-1681	13	13	crack	crack	ADJ
fis-1681	13	14	zone	zone	NOUN
fis-1681	13	15	as	as	ADP
fis-1681	13	16	an	an	DET
fis-1681	13	17	effective	effective	ADJ
fis-1681	13	18	crack	crack	NOUN
fis-1681	13	19	,	,	PUNCT
fis-1681	13	20	then	then	ADV
fis-1681	13	21	obtains	obtain	VERB
fis-1681	13	22	results	result	NOUN
fis-1681	13	23	using	use	VERB
fis-1681	13	24	theory	theory	NOUN
fis-1681	13	25	of	of	ADP
fis-1681	13	26	linear	linear	ADJ
fis-1681	13	27	elastic	elastic	ADJ
fis-1681	13	28	fracture	fracture	NOUN
fis-1681	13	29	mechanics	mechanic	NOUN
fis-1681	13	30	and	and	CCONJ
fis-1681	13	31	combines	combine	VERB
fis-1681	13	32	it	it	PRON
fis-1681	13	33	with	with	ADP
fis-1681	13	34	numerical	numerical	ADJ
fis-1681	13	35	computation	computation	NOUN
fis-1681	13	36	method	method	NOUN
fis-1681	13	37	.	.	PUNCT
fis-1681	14	1	its	its	PRON
fis-1681	14	2	essence	essence	NOUN
fis-1681	14	3	lies	lie	VERB
fis-1681	14	4	in	in	ADP
fis-1681	14	5	using	use	VERB
fis-1681	14	6	valid	valid	ADJ
fis-1681	14	7	crack	crack	NOUN
fis-1681	14	8	tip	tip	NOUN
fis-1681	14	9	opening	open	VERB
fis-1681	14	10	displacement	displacement	NOUN
fis-1681	14	11	(	(	PUNCT
fis-1681	14	12	ctod	ctod	VERB
fis-1681	14	13	)	)	PUNCT
fis-1681	14	14	to	to	PART
fis-1681	14	15	reach	reach	VERB
fis-1681	14	16	critical	critical	ADJ
fis-1681	14	17	valid	valid	ADJ
fis-1681	14	18	ctod	ctod	NOUN
fis-1681	14	19	,	,	PUNCT
fis-1681	14	20	i.e.	i.e.	X
fis-1681	14	21	,	,	PUNCT
fis-1681	14	22	fracture	fracture	ADJ
fis-1681	14	23	criterion	criterion	NOUN
fis-1681	14	24	.	.	PUNCT
fis-1681	15	1	xu	xu	PROPN
fis-1681	15	2	shilang	shilang	PROPN
fis-1681	16	1	[	[	X
fis-1681	16	2	3	3	NUM
fis-1681	16	3	]	]	PUNCT
fis-1681	16	4	,	,	PUNCT
fis-1681	16	5	a	a	DET
fis-1681	16	6	scholar	scholar	NOUN
fis-1681	16	7	from	from	ADP
fis-1681	16	8	china	china	PROPN
fis-1681	16	9	,	,	PUNCT
fis-1681	16	10	put	put	VERB
fis-1681	16	11	forward	forward	ADV
fis-1681	16	12	a	a	DET
fis-1681	16	13	simple	simple	ADJ
fis-1681	16	14	and	and	CCONJ
fis-1681	16	15	applicable	applicable	ADJ
fis-1681	16	16	fracture	fracture	NOUN
fis-1681	16	17	criterion	criterion	NOUN
fis-1681	16	18	in	in	ADP
fis-1681	16	19	1999	1999	NUM
fis-1681	16	20	,	,	PUNCT
fis-1681	16	21	namely	namely	ADV
fis-1681	16	22	,	,	PUNCT
fis-1681	16	23	double	double	ADJ
fis-1681	16	24	-	-	PUNCT
fis-1681	16	25	k	k	PROPN
fis-1681	16	26	fracture	fracture	NOUN
fis-1681	16	27	criterion	criterion	NOUN
fis-1681	16	28	.	.	PUNCT
fis-1681	17	1	this	this	DET
fis-1681	17	2	criterion	criterion	NOUN
fis-1681	17	3	,	,	PUNCT
fis-1681	17	4	belonging	belong	VERB
fis-1681	17	5	to	to	ADP
fis-1681	17	6	the	the	DET
fis-1681	17	7	first	first	ADJ
fis-1681	17	8	type	type	NOUN
fis-1681	17	9	,	,	PUNCT
fis-1681	17	10	not	not	PART
fis-1681	17	11	only	only	ADV
fis-1681	17	12	corrects	correct	NOUN
fis-1681	17	13	linear	linear	ADJ
fis-1681	17	14	elastic	elastic	ADJ
fis-1681	17	15	fracture	fracture	NOUN
fis-1681	17	16	mechanics	mechanic	NOUN
fis-1681	17	17	model	model	NOUN
fis-1681	17	18	based	base	VERB
fis-1681	17	19	on	on	ADP
fis-1681	17	20	a	a	DET
fis-1681	17	21	complete	complete	ADJ
fis-1681	17	22	theory	theory	NOUN
fis-1681	17	23	,	,	PUNCT
fis-1681	17	24	but	but	CCONJ
fis-1681	17	25	also	also	ADV
fis-1681	17	26	decides	decide	VERB
fis-1681	17	27	its	its	PRON
fis-1681	17	28	fracture	fracture	NOUN
fis-1681	17	29	parameters	parameter	NOUN
fis-1681	17	30	with	with	ADP
fis-1681	17	31	the	the	DET
fis-1681	17	32	help	help	NOUN
fis-1681	17	33	of	of	ADP
fis-1681	17	34	simple	simple	ADJ
fis-1681	17	35	test	test	NOUN
fis-1681	17	36	methods	method	NOUN
fis-1681	17	37	,	,	PUNCT
fis-1681	17	38	which	which	PRON
fis-1681	17	39	is	be	AUX
fis-1681	17	40	expected	expect	VERB
fis-1681	17	41	to	to	PART
fis-1681	17	42	be	be	AUX
fis-1681	17	43	popularized	popularize	VERB
fis-1681	17	44	and	and	CCONJ
fis-1681	17	45	applied	apply	VERB
fis-1681	17	46	in	in	ADP
fis-1681	17	47	practical	practical	ADJ
fis-1681	17	48	engineering	engineering	NOUN
fis-1681	17	49	.	.	PUNCT
fis-1681	18	1	two	two	NUM
fis-1681	18	2	fracture	fracture	NOUN
fis-1681	18	3	parameters	parameter	NOUN
fis-1681	18	4	are	be	AUX
fis-1681	18	5	introduced	introduce	VERB
fis-1681	18	6	into	into	ADP
fis-1681	18	7	this	this	DET
fis-1681	18	8	criterion	criterion	NOUN
fis-1681	18	9	,	,	PUNCT
fis-1681	18	10	initial	initial	ADJ
fis-1681	18	11	fracture	fracture	NOUN
fis-1681	18	12	toughness	toughness	NOUN
fis-1681	18	13	ini	ini	PROPN
fis-1681	18	14	ick	ick	NOUN
fis-1681	18	15	and	and	CCONJ
fis-1681	18	16	unstable	unstable	ADJ
fis-1681	18	17	fracture	fracture	NOUN
fis-1681	18	18	toughness	toughness	NOUN
fis-1681	18	19	un	un	PROPN
fis-1681	18	20	ick	ick	PROPN
fis-1681	18	21	.	.	PUNCT
fis-1681	19	1	test	test	NOUN
fis-1681	19	2	indicates	indicate	VERB
fis-1681	19	3	that	that	SCONJ
fis-1681	19	4	those	those	DET
fis-1681	19	5	two	two	NUM
fis-1681	19	6	parameters	parameter	NOUN
fis-1681	19	7	without	without	ADP
fis-1681	19	8	size	size	NOUN
fis-1681	19	9	effect	effect	NOUN
fis-1681	19	10	under	under	ADP
fis-1681	19	11	a	a	DET
fis-1681	19	12	certain	certain	ADJ
fis-1681	19	13	size	size	NOUN
fis-1681	19	14	,	,	PUNCT
fis-1681	19	15	as	as	ADP
fis-1681	19	16	fracture	fracture	NOUN
fis-1681	19	17	parameters	parameter	NOUN
fis-1681	19	18	,	,	PUNCT
fis-1681	19	19	can	can	AUX
fis-1681	19	20	be	be	AUX
fis-1681	19	21	well	well	ADV
fis-1681	19	22	applied	apply	VERB
fis-1681	19	23	in	in	ADP
fis-1681	19	24	the	the	DET
fis-1681	19	25	analysis	analysis	NOUN
fis-1681	19	26	of	of	ADP
fis-1681	19	27	concrete	concrete	ADJ
fis-1681	19	28	structure	structure	NOUN
fis-1681	19	29	crack	crack	NOUN
fis-1681	19	30	extension	extension	NOUN
fis-1681	19	31	,	,	PUNCT
fis-1681	19	32	and	and	CCONJ
fis-1681	19	33	have	have	AUX
fis-1681	19	34	drawn	draw	VERB
fis-1681	19	35	much	much	ADJ
fis-1681	19	36	attention	attention	NOUN
fis-1681	20	1	[	[	X
fis-1681	20	2	4	4	NUM
fis-1681	20	3	-	-	SYM
fis-1681	20	4	7	7	NUM
fis-1681	20	5	]	]	PUNCT
fis-1681	20	6	.	.	PUNCT
fis-1681	21	1	a	a	DET
fis-1681	21	2	relevant	relevant	ADJ
fis-1681	21	3	trial	trial	NOUN
fis-1681	21	4	[	[	X
fis-1681	21	5	8	8	NUM
fis-1681	21	6	]	]	PUNCT
fis-1681	21	7	reveals	reveal	VERB
fis-1681	21	8	that	that	SCONJ
fis-1681	21	9	maximum	maximum	ADJ
fis-1681	21	10	seam	seam	NOUN
fis-1681	21	11	strain	strain	NOUN
fis-1681	21	12	is	be	AUX
fis-1681	21	13	10	10	NUM
fis-1681	21	14	times	time	NOUN
fis-1681	21	15	of	of	ADP
fis-1681	21	16	average	average	ADJ
fis-1681	21	17	value	value	NOUN
fis-1681	21	18	of	of	ADP
fis-1681	21	19	ordinary	ordinary	ADJ
fis-1681	21	20	bending	bend	VERB
fis-1681	21	21	ultimate	ultimate	ADJ
fis-1681	21	22	strain	strain	NOUN
fis-1681	21	23	,	,	PUNCT
fis-1681	21	24	which	which	PRON
fis-1681	21	25	is	be	AUX
fis-1681	21	26	exactly	exactly	ADV
fis-1681	21	27	a	a	DET
fis-1681	21	28	ratio	ratio	NOUN
fis-1681	21	29	of	of	ADP
fis-1681	21	30	theoretical	theoretical	ADJ
fis-1681	21	31	strength	strength	NOUN
fis-1681	21	32	and	and	CCONJ
fis-1681	21	33	breaking	break	VERB
fis-1681	21	34	stress	stress	NOUN
fis-1681	21	35	of	of	ADP
fis-1681	21	36	a	a	DET
fis-1681	21	37	point	point	NOUN
fis-1681	21	38	of	of	ADP
fis-1681	21	39	concrete	concrete	ADJ
fis-1681	21	40	material	material	NOUN
fis-1681	21	41	.	.	PUNCT
fis-1681	22	1	this	this	DET
fis-1681	22	2	thesis	thesis	NOUN
fis-1681	22	3	aims	aim	VERB
fis-1681	22	4	to	to	PART
fis-1681	22	5	explore	explore	VERB
fis-1681	22	6	characteristics	characteristic	NOUN
fis-1681	22	7	of	of	ADP
fis-1681	22	8	double	double	ADJ
fis-1681	22	9	-	-	PUNCT
fis-1681	22	10	k	k	PROPN
fis-1681	22	11	fracture	fracture	NOUN
fis-1681	22	12	parameters	parameter	NOUN
fis-1681	22	13	(	(	PUNCT
fis-1681	22	14	initial	initial	ADJ
fis-1681	22	15	fracture	fracture	ADJ
fis-1681	22	16	toughness	toughness	NOUN
fis-1681	22	17	ini	ini	PROPN
fis-1681	22	18	ick	ick	NOUN
fis-1681	22	19	and	and	CCONJ
fis-1681	22	20	unstable	unstable	ADJ
fis-1681	22	21	fracture	fracture	NOUN
fis-1681	22	22	toughness	toughness	NOUN
fis-1681	22	23	un	un	PROPN
fis-1681	22	24	ick	ick	NOUN
fis-1681	22	25	)	)	PUNCT
fis-1681	22	26	of	of	ADP
fis-1681	22	27	concrete	concrete	ADJ
fis-1681	22	28	using	use	VERB
fis-1681	22	29	data	datum	NOUN
fis-1681	22	30	obtained	obtain	VERB
fis-1681	22	31	from	from	ADP
fis-1681	22	32	test	test	NOUN
fis-1681	22	33	.	.	PUNCT
fis-1681	23	1	design	design	NOUN
fis-1681	23	2	of	of	ADP
fis-1681	23	3	concrete	concrete	ADJ
fis-1681	23	4	fracture	fracture	NOUN
fis-1681	23	5	stiffness	stiffness	NOUN
fis-1681	23	6	test	test	NOUN
fis-1681	23	7	with	with	ADP
fis-1681	23	8	wedge	wedge	NOUN
fis-1681	23	9	splitting	splitting	NOUN
fis-1681	23	10	method	method	NOUN
fis-1681	23	11	material	material	NOUN
fis-1681	23	12	selection	selection	NOUN
fis-1681	23	13	and	and	CCONJ
fis-1681	23	14	mix	mix	VERB
fis-1681	23	15	proportion	proportion	NOUN
fis-1681	23	16	aterials	aterial	NOUN
fis-1681	23	17	include	include	VERB
fis-1681	23	18	tap	tap	NOUN
fis-1681	23	19	water	water	NOUN
fis-1681	23	20	for	for	ADP
fis-1681	23	21	life	life	NOUN
fis-1681	23	22	,	,	PUNCT
fis-1681	23	23	32.5	32.5	NUM
fis-1681	23	24	ordinary	ordinary	ADJ
fis-1681	23	25	portland	portland	PROPN
fis-1681	23	26	cement	cement	NOUN
fis-1681	23	27	,	,	PUNCT
fis-1681	23	28	fly	fly	VERB
fis-1681	23	29	ash	ash	NOUN
fis-1681	23	30	(	(	PUNCT
fis-1681	23	31	level	level	NOUN
fis-1681	23	32	ii	ii	NOUN
fis-1681	23	33	)	)	PUNCT
fis-1681	23	34	,	,	PUNCT
fis-1681	23	35	natural	natural	ADJ
fis-1681	23	36	medium	medium	ADJ
fis-1681	23	37	sand	sand	NOUN
fis-1681	23	38	with	with	ADP
fis-1681	23	39	particle	particle	NOUN
fis-1681	23	40	size	size	NOUN
fis-1681	23	41	of	of	ADP
fis-1681	23	42	over	over	ADP
fis-1681	23	43	5	5	NUM
fis-1681	23	44	mm	mm	NOUN
fis-1681	23	45	,	,	PUNCT
fis-1681	23	46	macadam	macadam	NOUN
fis-1681	23	47	with	with	ADP
fis-1681	23	48	maximum	maximum	ADJ
fis-1681	23	49	particle	particle	NOUN
fis-1681	23	50	size	size	NOUN
fis-1681	23	51	of	of	ADP
fis-1681	23	52	20	20	NUM
fis-1681	23	53	mm	mm	NOUN
fis-1681	23	54	(	(	PUNCT
fis-1681	23	55	level	level	NOUN
fis-1681	23	56	i	i	NOUN
fis-1681	23	57	)	)	PUNCT
fis-1681	23	58	,	,	PUNCT
fis-1681	23	59	high	high	ADJ
fis-1681	23	60	efficiency	efficiency	NOUN
fis-1681	23	61	slushing	slush	VERB
fis-1681	23	62	agent	agent	NOUN
fis-1681	23	63	suitable	suitable	ADJ
fis-1681	23	64	for	for	ADP
fis-1681	23	65	mass	mass	ADJ
fis-1681	23	66	concrete	concrete	NOUN
fis-1681	23	67	,	,	PUNCT
fis-1681	23	68	and	and	CCONJ
fis-1681	23	69	mix	mix	VERB
fis-1681	23	70	proportion	proportion	NOUN
fis-1681	23	71	is	be	AUX
fis-1681	23	72	shown	show	VERB
fis-1681	23	73	in	in	ADP
fis-1681	23	74	tab	tab	NOUN
fis-1681	23	75	.	.	PUNCT
fis-1681	24	1	1	1	X
fis-1681	24	2	.	.	X
fis-1681	24	3	wedge	wedge	NOUN
fis-1681	24	4	splitting	split	VERB
fis-1681	24	5	specimen	speciman	NOUN
fis-1681	24	6	[	[	X
fis-1681	24	7	14	14	NUM
fis-1681	24	8	,	,	PUNCT
fis-1681	24	9	15	15	NUM
fis-1681	24	10	]	]	PUNCT
fis-1681	24	11	is	be	AUX
fis-1681	24	12	adopted	adopt	VERB
fis-1681	24	13	in	in	ADP
fis-1681	24	14	this	this	DET
fis-1681	24	15	test	test	NOUN
fis-1681	24	16	(	(	PUNCT
fis-1681	24	17	fig	fig	NOUN
fis-1681	24	18	.	.	NOUN
fis-1681	25	1	1	1	NUM
fis-1681	25	2	)	)	PUNCT
fis-1681	26	1	and	and	CCONJ
fis-1681	26	2	tab	tab	NOUN
fis-1681	26	3	.	.	PUNCT
fis-1681	27	1	2	2	NUM
fis-1681	27	2	displays	display	VERB
fis-1681	27	3	specimen	speciman	NOUN
fis-1681	27	4	parameters	parameter	NOUN
fis-1681	27	5	.	.	PUNCT
fis-1681	28	1	all	all	DET
fis-1681	28	2	specimens	specimen	NOUN
fis-1681	28	3	are	be	AUX
fis-1681	28	4	divided	divide	VERB
fis-1681	28	5	into	into	ADP
fis-1681	28	6	two	two	NUM
fis-1681	28	7	categories	category	NOUN
fis-1681	28	8	containing	contain	VERB
fis-1681	28	9	12	12	NUM
fis-1681	28	10	kinds	kind	NOUN
fis-1681	28	11	of	of	ADP
fis-1681	28	12	working	work	VERB
fis-1681	28	13	conditions	condition	NOUN
fis-1681	28	14	,	,	PUNCT
fis-1681	28	15	the	the	DET
fis-1681	28	16	quantity	quantity	NOUN
fis-1681	28	17	of	of	ADP
fis-1681	28	18	specimen	speciman	NOUN
fis-1681	28	19	in	in	ADP
fis-1681	28	20	each	each	DET
fis-1681	28	21	working	work	VERB
fis-1681	28	22	condition	condition	NOUN
fis-1681	28	23	is	be	AUX
fis-1681	28	24	presented	present	VERB
fis-1681	28	25	in	in	ADP
fis-1681	28	26	tab	tab	NOUN
fis-1681	28	27	.	.	PUNCT
fis-1681	29	1	2	2	NUM
fis-1681	29	2	and	and	CCONJ
fis-1681	29	3	testing	testing	NOUN
fis-1681	29	4	devices	device	NOUN
fis-1681	29	5	are	be	AUX
fis-1681	29	6	in	in	ADP
fis-1681	29	7	fig	fig	NOUN
fis-1681	29	8	.	.	PUNCT
fis-1681	30	1	2	2	X
fis-1681	30	2	.	.	X
fis-1681	30	3	materials	material	NOUN
fis-1681	30	4	tap	tap	NOUN
fis-1681	30	5	water	water	NOUN
fis-1681	30	6	cement	cement	NOUN
fis-1681	30	7	fly	fly	VERB
fis-1681	30	8	ash	ash	NOUN
fis-1681	30	9	sand	sand	NOUN
fis-1681	30	10	stones	stone	NOUN
fis-1681	30	11	additives	additive	VERB
fis-1681	30	12	rcc	rcc	PROPN
fis-1681	30	13	kg	kg	PROPN
fis-1681	30	14	/	/	SYM
fis-1681	30	15	m3	m3	PROPN
fis-1681	30	16	130	130	NUM
fis-1681	30	17	134	134	NUM
fis-1681	30	18	90	90	NUM
fis-1681	30	19	805	805	NUM
fis-1681	30	20	1280	1280	NUM
fis-1681	30	21	0.75	0.75	NUM
fis-1681	30	22	%	%	NOUN
fis-1681	30	23	common	common	ADJ
fis-1681	30	24	concrete	concrete	ADJ
fis-1681	30	25	kg	kg	PROPN
fis-1681	30	26	/	/	SYM
fis-1681	30	27	m3	m3	PROPN
fis-1681	30	28	203.7	203.7	NUM
fis-1681	30	29	407	407	NUM
fis-1681	30	30	0	0	NUM
fis-1681	30	31	535	535	NUM
fis-1681	30	32	1245	1245	NUM
fis-1681	30	33	0	0	NUM
fis-1681	30	34	table	table	NOUN
fis-1681	30	35	1	1	NUM
fis-1681	30	36	:	:	PUNCT
fis-1681	30	37	mix	mix	VERB
fis-1681	30	38	proportion	proportion	NOUN
fis-1681	30	39	of	of	ADP
fis-1681	30	40	roller	roller	NOUN
fis-1681	30	41	compacted	compact	VERB
fis-1681	30	42	concrete	concrete	NOUN
fis-1681	30	43	(	(	PUNCT
fis-1681	30	44	rcc	rcc	PROPN
fis-1681	30	45	)	)	PUNCT
fis-1681	30	46	and	and	CCONJ
fis-1681	30	47	common	common	ADJ
fis-1681	30	48	concrete	concrete	NOUN
fis-1681	30	49	.	.	PUNCT
fis-1681	31	1	rcc	rcc	PROPN
fis-1681	31	2	prefabricated	prefabricate	VERB
fis-1681	31	3	crack	crack	NOUN
fis-1681	31	4	construction	construction	NOUN
fis-1681	31	5	structural	structural	ADJ
fis-1681	31	6	adhesives	adhesive	NOUN
fis-1681	31	7	marble	marble	NOUN
fis-1681	31	8	figure	figure	NOUN
fis-1681	31	9	1	1	NUM
fis-1681	31	10	:	:	PUNCT
fis-1681	31	11	shape	shape	NOUN
fis-1681	31	12	and	and	CCONJ
fis-1681	31	13	size	size	NOUN
fis-1681	31	14	of	of	ADP
fis-1681	31	15	specimen	speciman	NOUN
fis-1681	31	16	.	.	PUNCT
fis-1681	32	1	m	m	PROPN
fis-1681	32	2	l.	l.	PROPN
fis-1681	32	3	chunjiang	chunjiang	PROPN
fis-1681	32	4	et	et	PROPN
fis-1681	32	5	alii	alii	PROPN
fis-1681	32	6	,	,	PUNCT
fis-1681	32	7	frattura	frattura	PROPN
fis-1681	32	8	ed	ed	PROPN
fis-1681	32	9	integrità	integrità	PROPN
fis-1681	32	10	strutturale	strutturale	PROPN
fis-1681	32	11	,	,	PUNCT
fis-1681	32	12	35	35	NUM
fis-1681	32	13	(	(	PUNCT
fis-1681	32	14	2016	2016	NUM
fis-1681	32	15	)	)	PUNCT
fis-1681	32	16	500	500	NUM
fis-1681	32	17	-	-	SYM
fis-1681	32	18	508	508	NUM
fis-1681	32	19	;	;	PUNCT
fis-1681	32	20	doi	doi	NOUN
fis-1681	32	21	:	:	PUNCT
fis-1681	32	22	10.3221	10.3221	NUM
fis-1681	32	23	/	/	SYM
fis-1681	32	24	igf	igf	NOUN
fis-1681	32	25	-	-	NOUN
fis-1681	32	26	esis.35.56	esis.35.56	NOUN
fis-1681	32	27	502	502	NUM
fis-1681	32	28	categories	category	NOUN
fis-1681	32	29	serial	serial	ADJ
fis-1681	32	30	number	number	NOUN
fis-1681	32	31	quantity	quantity	NOUN
fis-1681	32	32	size	size	NOUN
fis-1681	32	33	of	of	ADP
fis-1681	32	34	specimen	speciman	NOUN
fis-1681	32	35	(	(	PUNCT
fis-1681	32	36	1×h×t	1×h×t	NOUN
fis-1681	32	37	/	/	SYM
fis-1681	32	38	mm	mm	NOUN
fis-1681	32	39	)	)	PUNCT
fis-1681	32	40	crackdepth	crackdepth	NOUN
fis-1681	32	41	ratio	ratio	NOUN
fis-1681	32	42	depth	depth	NOUN
fis-1681	32	43	of	of	ADP
fis-1681	32	44	cracks	crack	NOUN
fis-1681	33	1	[	[	X
fis-1681	33	2	mm	mm	X
fis-1681	33	3	]	]	X
fis-1681	33	4	thickness	thickness	NOUN
fis-1681	33	5	of	of	ADP
fis-1681	33	6	cracks	crack	NOUN
fis-1681	33	7	[	[	X
fis-1681	33	8	mm	mm	X
fis-1681	33	9	]	]	X
fis-1681	33	10	rcc	rcc	PROPN
fis-1681	33	11	rcc1504	rcc1504	VERB
fis-1681	33	12	12	12	NUM
fis-1681	33	13	150×150×150	150×150×150	NUM
fis-1681	33	14	0.4	0.4	NUM
fis-1681	33	15	60	60	NUM
fis-1681	33	16	3	3	NUM
fis-1681	33	17	rcc1504	rcc1504	VERB
fis-1681	33	18	6	6	NUM
fis-1681	33	19	150×150×150	150×150×150	NUM
fis-1681	33	20	0.5	0.5	NUM
fis-1681	33	21	75	75	NUM
fis-1681	33	22	3	3	NUM
fis-1681	33	23	rcc1504	rcc1504	VERB
fis-1681	33	24	6	6	NUM
fis-1681	33	25	150×150×150	150×150×150	NOUN
fis-1681	33	26	0.6	0.6	NUM
fis-1681	33	27	90	90	NUM
fis-1681	33	28	3	3	NUM
fis-1681	33	29	rcc1504	rcc1504	VERB
fis-1681	33	30	6	6	NUM
fis-1681	33	31	300×300×150	300×300×150	NUM
fis-1681	33	32	0.4	0.4	NUM
fis-1681	33	33	120	120	NUM
fis-1681	33	34	3	3	NUM
fis-1681	33	35	rcc1504	rcc1504	VERB
fis-1681	33	36	6	6	NUM
fis-1681	33	37	400×400×150	400×400×150	NOUN
fis-1681	33	38	0.4	0.4	NUM
fis-1681	33	39	160	160	NUM
fis-1681	33	40	3	3	NUM
fis-1681	33	41	rcc1504	rcc1504	VERB
fis-1681	33	42	6	6	NUM
fis-1681	33	43	500×500×150	500×500×150	NUM
fis-1681	33	44	0.4	0.4	NUM
fis-1681	33	45	200	200	NUM
fis-1681	33	46	3	3	NUM
fis-1681	33	47	common	common	ADJ
fis-1681	33	48	concrete	concrete	ADJ
fis-1681	33	49	pc1504	pc1504	NOUN
fis-1681	33	50	9	9	NUM
fis-1681	33	51	150×150×150	150×150×150	NUM
fis-1681	33	52	0.4	0.4	NUM
fis-1681	33	53	60	60	NUM
fis-1681	33	54	3	3	NUM
fis-1681	33	55	pc1504	pc1504	NOUN
fis-1681	33	56	6	6	NUM
fis-1681	33	57	150×150×150	150×150×150	NUM
fis-1681	33	58	0.5	0.5	NUM
fis-1681	33	59	75	75	NUM
fis-1681	33	60	3	3	NUM
fis-1681	33	61	pc1504	pc1504	NOUN
fis-1681	33	62	6	6	NUM
fis-1681	33	63	150×150×150	150×150×150	NOUN
fis-1681	33	64	0.6	0.6	NUM
fis-1681	33	65	90	90	NUM
fis-1681	33	66	3	3	NUM
fis-1681	33	67	pc1504	pc1504	NOUN
fis-1681	33	68	9	9	NUM
fis-1681	33	69	300×300×150	300×300×150	NUM
fis-1681	33	70	0.4	0.4	NUM
fis-1681	33	71	120	120	NUM
fis-1681	33	72	3	3	NUM
fis-1681	33	73	pc1504	pc1504	NOUN
fis-1681	33	74	9	9	NUM
fis-1681	33	75	400×400×150	400×400×150	NOUN
fis-1681	33	76	0.4	0.4	NUM
fis-1681	33	77	160	160	NUM
fis-1681	33	78	3	3	NUM
fis-1681	33	79	pc1504	pc1504	NOUN
fis-1681	33	80	9	9	NUM
fis-1681	33	81	500×500×150	500×500×150	NUM
fis-1681	33	82	0.4	0.4	NUM
fis-1681	33	83	200	200	NUM
fis-1681	33	84	3	3	NUM
fis-1681	33	85	table	table	NOUN
fis-1681	33	86	2	2	NUM
fis-1681	33	87	:	:	PUNCT
fis-1681	33	88	working	work	VERB
fis-1681	33	89	conditions	condition	NOUN
fis-1681	33	90	of	of	ADP
fis-1681	33	91	specimen	speciman	NOUN
fis-1681	33	92	.	.	PUNCT
fis-1681	34	1	testing	testing	NOUN
fis-1681	34	2	devices	device	NOUN
fis-1681	34	3	testing	testing	NOUN
fis-1681	34	4	devices	device	NOUN
fis-1681	34	5	are	be	AUX
fis-1681	34	6	shown	show	VERB
fis-1681	34	7	in	in	ADP
fis-1681	34	8	fig	fig	NOUN
fis-1681	34	9	.	.	PUNCT
fis-1681	35	1	2	2	X
fis-1681	35	2	.	.	X
fis-1681	35	3	clip	clip	NOUN
fis-1681	35	4	-	-	PUNCT
fis-1681	35	5	on	on	ADP
fis-1681	35	6	extensometer	extensometer	ADJ
fis-1681	35	7	wedge	wedge	NOUN
fis-1681	35	8	holder	holder	NOUN
fis-1681	35	9	load	load	NOUN
fis-1681	35	10	sensor	sensor	PROPN
fis-1681	35	11	top	top	PROPN
fis-1681	35	12	board	board	NOUN
fis-1681	35	13	signal	signal	NOUN
fis-1681	35	14	amplifier	amplifier	PROPN
fis-1681	35	15	data	datum	NOUN
fis-1681	35	16	acquisit	acquisit	PROPN
fis-1681	35	17	ion	ion	NOUN
fis-1681	35	18	system	system	NOUN
fis-1681	35	19	computer	computer	NOUN
fis-1681	35	20	figure	figure	NOUN
fis-1681	35	21	2	2	NUM
fis-1681	35	22	:	:	PUNCT
fis-1681	35	23	acquisition	acquisition	NOUN
fis-1681	35	24	of	of	ADP
fis-1681	35	25	test	test	NOUN
fis-1681	35	26	data	datum	NOUN
fis-1681	35	27	with	with	ADP
fis-1681	35	28	wedge	wedge	NOUN
fis-1681	35	29	splitting	splitting	NOUN
fis-1681	35	30	method	method	NOUN
fis-1681	35	31	test	test	NOUN
fis-1681	35	32	results	result	VERB
fis-1681	35	33	specimen	speciman	NOUN
fis-1681	35	34	over	over	ADP
fis-1681	35	35	150×150×150	150×150×150	NUM
fis-1681	35	36	mm3	mm3	NOUN
fis-1681	35	37	is	be	AUX
fis-1681	35	38	calculated	calculate	VERB
fis-1681	35	39	with	with	ADP
fis-1681	35	40	following	follow	VERB
fis-1681	35	41	formula	formula	NOUN
fis-1681	35	42	,	,	PUNCT
fis-1681	35	43	and	and	CCONJ
fis-1681	35	44	specimen	speciman	NOUN
fis-1681	35	45	(	(	PUNCT
fis-1681	35	46	150×l50×l50	150×l50×l50	PROPN
fis-1681	35	47	mm3	mm3	NOUN
fis-1681	35	48	)	)	PUNCT
fis-1681	35	49	uses	use	VERB
fis-1681	35	50	regular	regular	ADJ
fis-1681	35	51	computing	computing	NOUN
fis-1681	35	52	method	method	NOUN
fis-1681	36	1	[	[	X
fis-1681	36	2	9	9	NUM
fis-1681	36	3	-	-	SYM
fis-1681	36	4	11	11	NUM
fis-1681	36	5	]	]	PUNCT
fis-1681	36	6	.	.	PUNCT
fis-1681	37	1	unilateral	unilateral	ADJ
fis-1681	37	2	opening	opening	NOUN
fis-1681	37	3	specimen	speciman	NOUN
fis-1681	37	4	is	be	AUX
fis-1681	37	5	affected	affect	VERB
fis-1681	37	6	by	by	ADP
fis-1681	37	7	axial	axial	ADJ
fis-1681	37	8	tension	tension	NOUN
fis-1681	37	9	,	,	PUNCT
fis-1681	37	10	and	and	CCONJ
fis-1681	37	11	stress	stress	NOUN
fis-1681	37	12	intensity	intensity	NOUN
fis-1681	37	13	factor	factor	NOUN
fis-1681	37	14	(	(	PUNCT
fis-1681	37	15	sif	sif	PROPN
fis-1681	37	16	)	)	PUNCT
fis-1681	37	17	can	can	AUX
fis-1681	37	18	be	be	AUX
fis-1681	37	19	calculated	calculate	VERB
fis-1681	37	20	with	with	ADP
fis-1681	37	21	formula	formula	NOUN
fis-1681	37	22	below	below	ADP
fis-1681	37	23	:	:	PUNCT
fis-1681	38	1			NOUN
fis-1681	38	2	1	1	INTJ
fis-1681	38	3	/lk	/lk	PUNCT
fis-1681	38	4	af	af	VERB
fis-1681	38	5	a	a	DET
fis-1681	38	6	d	d	NOUN
fis-1681	38	7			NUM
fis-1681	38	8	(	(	PUNCT
fis-1681	38	9	1	1	NUM
fis-1681	38	10	)	)	PUNCT
fis-1681	38	11	where	where	SCONJ
fis-1681	38	12	,	,	PUNCT
fis-1681	38	13			NOUN
fis-1681	38	14	/hp	/hp	NOUN
fis-1681	39	1	d	d	X
fis-1681	39	2	t	t	PROPN
fis-1681	39	3			NUM
fis-1681	39	4			NOUN
fis-1681	39	5	and	and	CCONJ
fis-1681	39	6			PROPN
fis-1681	39	7			SYM
fis-1681	39	8			NOUN
fis-1681	39	9			SYM
fis-1681	39	10			NOUN
fis-1681	39	11			SYM
fis-1681	39	12			NOUN
fis-1681	39	13			SYM
fis-1681	39	14			NOUN
fis-1681	39	15	2	2	ADJ
fis-1681	39	16	3	3	NUM
fis-1681	39	17	4	4	NUM
fis-1681	39	18	/	/	SYM
fis-1681	39	19	1.122	1.122	NUM
fis-1681	39	20	0.231	0.231	NUM
fis-1681	39	21	/	/	SYM
fis-1681	39	22	10.55	10.55	NUM
fis-1681	39	23	/	/	SYM
fis-1681	39	24	21.71	21.71	NUM
fis-1681	39	25	/	/	SYM
fis-1681	39	26	30.382	30.382	NUM
fis-1681	39	27	/f	/f	NOUN
fis-1681	39	28	a	a	PRON
fis-1681	40	1	d	d	X
fis-1681	40	2	a	a	X
fis-1681	40	3	d	d	NOUN
fis-1681	40	4	a	a	PROPN
fis-1681	40	5	d	d	NOUN
fis-1681	40	6	a	a	PROPN
fis-1681	40	7	d	d	X
fis-1681	40	8	a	a	DET
fis-1681	40	9	d	d	PROPN
fis-1681	40	10			PROPN
fis-1681	40	11			PUNCT
fis-1681	40	12			PROPN
fis-1681	40	13			PROPN
fis-1681	40	14	chunjiang	chunjiang	PROPN
fis-1681	40	15	et	et	PROPN
fis-1681	40	16	alii	alii	PROPN
fis-1681	40	17	,	,	PUNCT
fis-1681	40	18	frattura	frattura	PROPN
fis-1681	40	19	ed	ed	PROPN
fis-1681	40	20	integrità	integrità	PROPN
fis-1681	40	21	strutturale	strutturale	PROPN
fis-1681	40	22	,	,	PUNCT
fis-1681	40	23	35	35	NUM
fis-1681	40	24	(	(	PUNCT
fis-1681	40	25	2016	2016	NUM
fis-1681	40	26	)	)	PUNCT
fis-1681	40	27	500	500	NUM
fis-1681	40	28	-	-	SYM
fis-1681	40	29	508	508	NUM
fis-1681	40	30	;	;	PUNCT
fis-1681	40	31	doi	doi	NOUN
fis-1681	40	32	:	:	PUNCT
fis-1681	40	33	10.3221	10.3221	NUM
fis-1681	40	34	/	/	SYM
fis-1681	40	35	igf	igf	NOUN
fis-1681	40	36	-	-	NOUN
fis-1681	40	37	esis.35.56	esis.35.56	NOUN
fis-1681	40	38	503	503	NUM
fis-1681	40	39	unilateral	unilateral	ADJ
fis-1681	40	40	opening	opening	NOUN
fis-1681	40	41	specimen	speciman	NOUN
fis-1681	40	42	is	be	AUX
fis-1681	40	43	affected	affect	VERB
fis-1681	40	44	by	by	ADP
fis-1681	40	45	bending	bend	VERB
fis-1681	40	46	moments	moment	NOUN
fis-1681	40	47	only	only	ADV
fis-1681	40	48	,	,	PUNCT
fis-1681	40	49	and	and	CCONJ
fis-1681	40	50	sif	sif	PROPN
fis-1681	40	51	is	be	AUX
fis-1681	40	52	:	:	PUNCT
fis-1681	40	53			NOUN
fis-1681	40	54	2	2	ADJ
fis-1681	40	55	2	2	NUM
fis-1681	40	56	6	6	NUM
fis-1681	40	57	/l	/l	SYM
fis-1681	40	58	m	m	VERB
fis-1681	40	59	k	k	NOUN
fis-1681	41	1	a	a	DET
fis-1681	41	2	g	g	NOUN
fis-1681	41	3	a	a	DET
fis-1681	41	4	d	d	NOUN
fis-1681	41	5	td	td	NOUN
fis-1681	41	6			PRON
fis-1681	41	7	(	(	PUNCT
fis-1681	41	8	2	2	NUM
fis-1681	41	9	)	)	PUNCT
fis-1681	41	10	where	where	SCONJ
fis-1681	41	11	,	,	PUNCT
fis-1681	41	12	1/	1/	NUM
fis-1681	41	13	2	2	NUM
fis-1681	41	14	1/	1/	NUM
fis-1681	41	15	2h	2h	NUM
fis-1681	41	16	vm	vm	PROPN
fis-1681	41	17	p	p	PROPN
fis-1681	41	18	d	d	PROPN
fis-1681	41	19	p	p	X
fis-1681	41	20	e	e	ADJ
fis-1681	41	21			NOUN
fis-1681	41	22	and	and	CCONJ
fis-1681	41	23			NOUN
fis-1681	41	24			SYM
fis-1681	41	25			NOUN
fis-1681	41	26			SYM
fis-1681	41	27			NOUN
fis-1681	41	28			SYM
fis-1681	41	29			NOUN
fis-1681	41	30			SYM
fis-1681	41	31			NOUN
fis-1681	41	32	2	2	ADJ
fis-1681	41	33	3	3	NUM
fis-1681	41	34	4	4	NUM
fis-1681	41	35	/	/	SYM
fis-1681	41	36	1.122	1.122	NUM
fis-1681	41	37	1.4	1.4	NUM
fis-1681	41	38	/	/	SYM
fis-1681	41	39	7.33	7.33	NUM
fis-1681	41	40	/	/	SYM
fis-1681	41	41	13.08	13.08	NUM
fis-1681	41	42	/	/	SYM
fis-1681	41	43	14	14	NUM
fis-1681	41	44	/g	/g	PUNCT
fis-1681	41	45	a	a	DET
fis-1681	41	46	d	d	NOUN
fis-1681	41	47	a	a	PROPN
fis-1681	41	48	d	d	NOUN
fis-1681	41	49	a	a	PROPN
fis-1681	42	1	d	d	NOUN
fis-1681	42	2	a	a	PROPN
fis-1681	42	3	d	d	X
fis-1681	42	4	a	a	DET
fis-1681	42	5	d	d	PROPN
fis-1681	42	6			PROPN
fis-1681	42	7			VERB
fis-1681	42	8			PROPN
fis-1681	42	9			ADV
fis-1681	42	10	overlapping	overlap	VERB
fis-1681	42	11	formula	formula	NOUN
fis-1681	42	12	(	(	PUNCT
fis-1681	42	13	1	1	NUM
fis-1681	42	14	)	)	PUNCT
fis-1681	42	15	and	and	CCONJ
fis-1681	42	16	(	(	PUNCT
fis-1681	42	17	2	2	NUM
fis-1681	42	18	)	)	PUNCT
fis-1681	42	19	,	,	PUNCT
fis-1681	42	20	sif	sif	NOUN
fis-1681	42	21	expression	expression	NOUN
fis-1681	42	22	of	of	ADP
fis-1681	42	23	crack	crack	NOUN
fis-1681	42	24	tip	tip	NOUN
fis-1681	42	25	in	in	ADP
fis-1681	42	26	any	any	DET
fis-1681	42	27	load	load	NOUN
fis-1681	42	28	time	time	NOUN
fis-1681	42	29	with	with	ADP
fis-1681	42	30	wedge	wedge	NOUN
fis-1681	42	31	splitting	splitting	NOUN
fis-1681	42	32	geometry	geometry	NOUN
fis-1681	42	33	is	be	AUX
fis-1681	42	34	obtained	obtain	VERB
fis-1681	42	35	:	:	PUNCT
fis-1681	42	36	1	1	NUM
fis-1681	42	37	2	2	NUM
fis-1681	43	1	i	i	NOUN
fis-1681	43	2	l	l	NOUN
fis-1681	43	3	lk	lk	PROPN
fis-1681	43	4	k	k	PROPN
fis-1681	43	5	k	k	PROPN
fis-1681	43	6			X
fis-1681	43	7	(	(	PUNCT
fis-1681	43	8	3	3	NUM
fis-1681	43	9	)	)	PUNCT
fis-1681	43	10	as	as	SCONJ
fis-1681	43	11	some	some	DET
fis-1681	43	12	problems	problem	NOUN
fis-1681	43	13	may	may	AUX
fis-1681	43	14	exist	exist	VERB
fis-1681	43	15	in	in	ADP
fis-1681	43	16	part	part	NOUN
fis-1681	43	17	of	of	ADP
fis-1681	43	18	specimen	speciman	NOUN
fis-1681	43	19	making	make	VERB
fis-1681	43	20	and	and	CCONJ
fis-1681	43	21	maintenance	maintenance	NOUN
fis-1681	43	22	,	,	PUNCT
fis-1681	43	23	here	here	ADV
fis-1681	43	24	,	,	PUNCT
fis-1681	43	25	the	the	DET
fis-1681	43	26	quantity	quantity	NOUN
fis-1681	43	27	of	of	ADP
fis-1681	43	28	several	several	ADJ
fis-1681	43	29	effective	effective	ADJ
fis-1681	43	30	specimens	specimen	NOUN
fis-1681	43	31	with	with	ADP
fis-1681	43	32	good	good	ADJ
fis-1681	43	33	surface	surface	NOUN
fis-1681	43	34	,	,	PUNCT
fis-1681	43	35	basically	basically	ADV
fis-1681	43	36	complete	complete	VERB
fis-1681	43	37	trial	trial	NOUN
fis-1681	43	38	curve	curve	NOUN
fis-1681	43	39	,	,	PUNCT
fis-1681	43	40	small	small	ADJ
fis-1681	43	41	deviation	deviation	NOUN
fis-1681	43	42	and	and	CCONJ
fis-1681	43	43	calculative	calculative	ADJ
fis-1681	43	44	in	in	ADP
fis-1681	43	45	double	double	ADJ
fis-1681	43	46	-	-	PUNCT
fis-1681	43	47	k	k	PROPN
fis-1681	43	48	fracture	fracture	NOUN
fis-1681	43	49	parameter	parameter	NOUN
fis-1681	43	50	is	be	AUX
fis-1681	43	51	listed	list	VERB
fis-1681	43	52	in	in	ADP
fis-1681	43	53	tab	tab	NOUN
fis-1681	43	54	.	.	PUNCT
fis-1681	44	1	3	3	X
fis-1681	44	2	.	.	X
fis-1681	44	3	arithmetic	arithmetic	ADJ
fis-1681	44	4	mean	mean	NOUN
fis-1681	44	5	value	value	NOUN
fis-1681	44	6	of	of	ADP
fis-1681	44	7	initial	initial	ADJ
fis-1681	44	8	fracture	fracture	NOUN
fis-1681	44	9	of	of	ADP
fis-1681	44	10	4~6	4~6	NUM
fis-1681	44	11	specimens	specimen	NOUN
fis-1681	44	12	from	from	ADP
fis-1681	44	13	each	each	DET
fis-1681	44	14	group	group	NOUN
fis-1681	44	15	is	be	AUX
fis-1681	44	16	taken	take	VERB
fis-1681	44	17	as	as	ADP
fis-1681	44	18	trial	trial	NOUN
fis-1681	44	19	results	result	NOUN
fis-1681	44	20	.	.	PUNCT
fis-1681	45	1	when	when	SCONJ
fis-1681	45	2	the	the	DET
fis-1681	45	3	difference	difference	NOUN
fis-1681	45	4	between	between	ADP
fis-1681	45	5	single	single	ADJ
fis-1681	45	6	value	value	NOUN
fis-1681	45	7	and	and	CCONJ
fis-1681	45	8	average	average	ADJ
fis-1681	45	9	value	value	NOUN
fis-1681	45	10	is	be	AUX
fis-1681	45	11	over	over	ADP
fis-1681	45	12	15	15	NUM
fis-1681	45	13	%	%	NOUN
fis-1681	45	14	of	of	ADP
fis-1681	45	15	the	the	DET
fis-1681	45	16	average	average	ADJ
fis-1681	45	17	value	value	NOUN
fis-1681	45	18	,	,	PUNCT
fis-1681	45	19	this	this	DET
fis-1681	45	20	value	value	NOUN
fis-1681	45	21	is	be	AUX
fis-1681	45	22	excluded	exclude	VERB
fis-1681	45	23	,	,	PUNCT
fis-1681	45	24	and	and	CCONJ
fis-1681	45	25	mean	mean	ADJ
fis-1681	45	26	value	value	NOUN
fis-1681	45	27	of	of	ADP
fis-1681	45	28	the	the	DET
fis-1681	45	29	rest	rest	NOUN
fis-1681	45	30	of	of	ADP
fis-1681	45	31	values	value	NOUN
fis-1681	45	32	is	be	AUX
fis-1681	45	33	considered	consider	VERB
fis-1681	45	34	as	as	ADP
fis-1681	45	35	trial	trial	NOUN
fis-1681	45	36	result	result	NOUN
fis-1681	45	37	.	.	PUNCT
fis-1681	46	1	trial	trial	NOUN
fis-1681	46	2	result	result	NOUN
fis-1681	46	3	is	be	AUX
fis-1681	46	4	:	:	PUNCT
fis-1681	46	5			NOUN
fis-1681	46	6			PROPN
fis-1681	46	7	1	1	NUM
fis-1681	46	8	n	n	NUM
fis-1681	46	9	ic	ic	PROPN
fis-1681	46	10	icj	icj	VERB
fis-1681	47	1	j	j	PROPN
fis-1681	47	2	k	k	PROPN
fis-1681	48	1	k	k	PROPN
fis-1681	48	2	mpa	mpa	PROPN
fis-1681	48	3	m	m	PROPN
fis-1681	48	4			ADJ
fis-1681	48	5			PROPN
fis-1681	48	6	(	(	PUNCT
fis-1681	48	7	4	4	NUM
fis-1681	48	8	)	)	PUNCT
fis-1681	48	9	categories	category	NOUN
fis-1681	48	10	size	size	NOUN
fis-1681	49	1	[	[	X
fis-1681	49	2	mm	mm	X
fis-1681	49	3	]	]	X
fis-1681	49	4	p	p	X
fis-1681	50	1	[	[	X
fis-1681	50	2	kn	kn	X
fis-1681	50	3	]	]	X
fis-1681	50	4	cmod	cmod	PROPN
fis-1681	51	1	[	[	X
fis-1681	51	2	mm	mm	X
fis-1681	51	3	]	]	X
fis-1681	51	4	e	e	X
fis-1681	51	5	[	[	X
fis-1681	51	6	gpa	gpa	PROPN
fis-1681	51	7	]	]	X
fis-1681	51	8	ac	ac	PROPN
fis-1681	52	1	[	[	X
fis-1681	52	2	mm	mm	X
fis-1681	52	3	]	]	X
fis-1681	52	4	ca	ca	PROPN
fis-1681	52	5	[	[	X
fis-1681	52	6	mm	mm	X
fis-1681	52	7	]	]	X
fis-1681	52	8	k1	k1	PROPN
fis-1681	52	9	k2	k2	PROPN
fis-1681	52	10	ki	ki	PROPN
fis-1681	52	11	pc	pc	VERB
fis-1681	52	12	300	300	NUM
fis-1681	52	13	4.91	4.91	NUM
fis-1681	52	14	141.1	141.1	NUM
fis-1681	52	15	19.45	19.45	NUM
fis-1681	52	16	166.4	166.4	NUM
fis-1681	52	17	46.5	46.5	NUM
fis-1681	52	18	0.432	0.432	NUM
fis-1681	52	19	0.872	0.872	NUM
fis-1681	52	20	1.304	1.304	NUM
fis-1681	52	21	pc	pc	NOUN
fis-1681	52	22	300	300	NUM
fis-1681	52	23	5.08	5.08	NUM
fis-1681	52	24	170.3	170.3	NUM
fis-1681	52	25	16.04	16.04	NUM
fis-1681	52	26	165.4	165.4	NUM
fis-1681	52	27	45.3	45.3	NUM
fis-1681	52	28	0.438	0.438	NUM
fis-1681	52	29	0.881	0.881	NUM
fis-1681	52	30	1.319	1.319	NUM
fis-1681	52	31	pc	pc	NOUN
fis-1681	52	32	300	300	NUM
fis-1681	52	33	4.61	4.61	NUM
fis-1681	52	34	130.4	130.4	NUM
fis-1681	52	35	18.02	18.02	NUM
fis-1681	52	36	160.5	160.5	NUM
fis-1681	52	37	40.4	40.4	NUM
fis-1681	52	38	0.381	0.381	NUM
fis-1681	52	39	0.771	0.771	NUM
fis-1681	52	40	1.152	1.152	NUM
fis-1681	52	41	pc	pc	NOUN
fis-1681	52	42	300	300	NUM
fis-1681	52	43	5.03	5.03	NUM
fis-1681	52	44	133.3	133.3	NUM
fis-1681	52	45	15.77	15.77	NUM
fis-1681	52	46	161.4	161.4	NUM
fis-1681	52	47	41.3	41.3	NUM
fis-1681	52	48	0.416	0.416	NUM
fis-1681	52	49	0.840	0.840	NUM
fis-1681	52	50	1.256	1.256	NUM
fis-1681	52	51	pc	pc	NOUN
fis-1681	52	52	300	300	NUM
fis-1681	52	53	4.52	4.52	NUM
fis-1681	52	54	118.0	118.0	NUM
fis-1681	52	55	21.36	21.36	NUM
fis-1681	52	56	165.5	165.5	NUM
fis-1681	52	57	45.3	45.3	NUM
fis-1681	52	58	0.399	0.399	NUM
fis-1681	52	59	0.804	0.804	NUM
fis-1681	52	60	1.203	1.203	NUM
fis-1681	52	61	pc	pc	NOUN
fis-1681	52	62	300	300	NUM
fis-1681	52	63	5.03	5.03	NUM
fis-1681	52	64	138.3	138.3	NUM
fis-1681	52	65	17.58	17.58	NUM
fis-1681	52	66	158.4	158.4	NUM
fis-1681	52	67	38.5	38.5	NUM
fis-1681	52	68	0.400	0.400	NUM
fis-1681	52	69	0.810	0.810	NUM
fis-1681	52	70	1.210	1.210	NUM
fis-1681	52	71	pc	pc	NOUN
fis-1681	52	72	400	400	NUM
fis-1681	52	73	5.55	5.55	NUM
fis-1681	52	74	183.9	183.9	NUM
fis-1681	52	75	16.53	16.53	NUM
fis-1681	52	76	234.4	234.4	NUM
fis-1681	52	77	74.5	74.5	NUM
fis-1681	52	78	0.466	0.466	NUM
fis-1681	52	79	0.913	0.913	NUM
fis-1681	52	80	1.379	1.379	NUM
fis-1681	52	81	pc	pc	NOUN
fis-1681	52	82	400	400	NUM
fis-1681	52	83	5.76	5.76	NUM
fis-1681	52	84	222.1	222.1	NUM
fis-1681	52	85	15.45	15.45	NUM
fis-1681	52	86	240.3	240.3	NUM
fis-1681	52	87	80.2	80.2	NUM
fis-1681	52	88	0.509	0.509	NUM
fis-1681	52	89	0.991	0.991	NUM
fis-1681	52	90	1.500	1.500	NUM
fis-1681	52	91	pc	pc	NOUN
fis-1681	52	92	400	400	NUM
fis-1681	52	93	6.60	6.60	NUM
fis-1681	52	94	245.5	245.5	NUM
fis-1681	52	95	16.02	16.02	NUM
fis-1681	52	96	241.6	241.6	NUM
fis-1681	52	97	81.6	81.6	NUM
fis-1681	52	98	0.582	0.582	NUM
fis-1681	52	99	1.131	1.131	NUM
fis-1681	52	100	1.713	1.713	NUM
fis-1681	52	101	pc	pc	NOUN
fis-1681	52	102	400	400	NUM
fis-1681	52	103	6.49	6.49	NUM
fis-1681	52	104	252.4	252.4	NUM
fis-1681	52	105	16.89	16.89	NUM
fis-1681	52	106	240.7	240.7	NUM
fis-1681	52	107	80.8	80.8	NUM
fis-1681	52	108	0.569	0.569	NUM
fis-1681	52	109	1.104	1.104	NUM
fis-1681	52	110	1.673	1.673	NUM
fis-1681	52	111	pc	pc	NOUN
fis-1681	52	112	400	400	NUM
fis-1681	52	113	6.44	6.44	NUM
fis-1681	52	114	266.9	266.9	NUM
fis-1681	52	115	15.32	15.32	NUM
fis-1681	52	116	245.2	245.2	NUM
fis-1681	52	117	85.3	85.3	NUM
fis-1681	52	118	0.592	0.592	NUM
fis-1681	52	119	1.145	1.145	NUM
fis-1681	52	120	1.737	1.737	NUM
fis-1681	52	121	pc	pc	NOUN
fis-1681	52	122	500	500	NUM
fis-1681	52	123	8.16	8.16	NUM
fis-1681	52	124	180.2	180.2	NUM
fis-1681	52	125	16.33	16.33	NUM
fis-1681	52	126	275.4	275.4	NUM
fis-1681	52	127	75.5	75.5	NUM
fis-1681	52	128	0.510	0.510	NUM
fis-1681	52	129	0.997	0.997	NUM
fis-1681	52	130	1.507	1.507	NUM
fis-1681	52	131	pc	pc	NOUN
fis-1681	52	132	500	500	NUM
fis-1681	52	133	8.31	8.31	NUM
fis-1681	52	134	210.2	210.2	NUM
fis-1681	52	135	15.78	15.78	NUM
fis-1681	52	136	298.5	298.5	NUM
fis-1681	52	137	98.4	98.4	NUM
fis-1681	52	138	0.615	0.615	NUM
fis-1681	52	139	1.183	1.183	NUM
fis-1681	52	140	1.798	1.798	NUM
fis-1681	52	141	pc	pc	NOUN
fis-1681	52	142	500	500	NUM
fis-1681	52	143	7.68	7.68	NUM
fis-1681	52	144	252.4	252.4	NUM
fis-1681	52	145	15.58	15.58	NUM
fis-1681	52	146	300.4	300.4	NUM
fis-1681	52	147	100.7	100.7	NUM
fis-1681	52	148	0.534	0.534	NUM
fis-1681	52	149	1.124	1.124	NUM
fis-1681	52	150	1.658	1.658	NUM
fis-1681	52	151	pc	pc	NOUN
fis-1681	52	152	500	500	NUM
fis-1681	52	153	8.26	8.26	NUM
fis-1681	52	154	208.6	208.6	NUM
fis-1681	52	155	20.00	20.00	NUM
fis-1681	52	156	300.1	300.1	NUM
fis-1681	52	157	100.4	100.4	NUM
fis-1681	52	158	0.621	0.621	NUM
fis-1681	52	159	1.193	1.193	NUM
fis-1681	52	160	1.814	1.814	NUM
fis-1681	52	161	rcc	rcc	PROPN
fis-1681	52	162	300	300	NUM
fis-1681	52	163	4.53	4.53	NUM
fis-1681	52	164	155.0	155.0	NUM
fis-1681	52	165	15.51	15.51	NUM
fis-1681	52	166	174.0	174.0	NUM
fis-1681	52	167	54.2	54.2	NUM
fis-1681	52	168	0.444	0.444	NUM
fis-1681	52	169	0.887	0.887	NUM
fis-1681	52	170	1.331	1.331	NUM
fis-1681	52	171	rcc	rcc	PROPN
fis-1681	52	172	300	300	NUM
fis-1681	52	173	5.37	5.37	NUM
fis-1681	52	174	226.3	226.3	NUM
fis-1681	52	175	14.91	14.91	NUM
fis-1681	52	176	176.2	176.2	NUM
fis-1681	52	177	56.0	56.0	NUM
fis-1681	52	178	0.525	0.525	NUM
fis-1681	52	179	0.903	0.903	NUM
fis-1681	52	180	1.428	1.428	NUM
fis-1681	52	181	rcc	rcc	PROPN
fis-1681	52	182	400	400	NUM
fis-1681	52	183	5.58	5.58	NUM
fis-1681	52	184	221.1	221.1	NUM
fis-1681	52	185	16.19	16.19	NUM
fis-1681	52	186	245.0	245.0	NUM
fis-1681	52	187	85.3	85.3	NUM
fis-1681	52	188	0.521	0.521	NUM
fis-1681	52	189	1.010	1.010	NUM
fis-1681	52	190	1.531	1.531	NUM
fis-1681	52	191	rcc	rcc	PROPN
fis-1681	52	192	400	400	NUM
fis-1681	52	193	5.76	5.76	NUM
fis-1681	52	194	216.3	216.3	NUM
fis-1681	52	195	14.38	14.38	NUM
fis-1681	52	196	248.1	248.1	NUM
fis-1681	52	197	88.1	88.1	NUM
fis-1681	52	198	0.554	0.554	NUM
fis-1681	52	199	1.070	1.070	NUM
fis-1681	52	200	1.624	1.624	NUM
fis-1681	52	201	rcc	rcc	PROPN
fis-1681	52	202	400	400	NUM
fis-1681	52	203	4.78	4.78	NUM
fis-1681	52	204	200.7	200.7	NUM
fis-1681	52	205	15.33	15.33	NUM
fis-1681	52	206	243.0	243.0	NUM
fis-1681	52	207	83.0	83.0	NUM
fis-1681	52	208	0.457	0.457	NUM
fis-1681	52	209	0.890	0.890	NUM
fis-1681	52	210	1.347	1.347	NUM
fis-1681	52	211	rcc	rcc	NOUN
fis-1681	52	212	500	500	NUM
fis-1681	52	213	8.30	8.30	NUM
fis-1681	52	214	239.8	239.8	NUM
fis-1681	52	215	15.02	15.02	NUM
fis-1681	52	216	314.2	314.2	NUM
fis-1681	52	217	114.2	114.2	NUM
fis-1681	52	218	0.705	0.705	NUM
fis-1681	52	219	1.039	1.039	NUM
fis-1681	52	220	1.744	1.744	NUM
fis-1681	52	221	rcc	rcc	NOUN
fis-1681	52	222	500	500	NUM
fis-1681	52	223	6.92	6.92	NUM
fis-1681	52	224	246.4	246.4	NUM
fis-1681	52	225	15.00	15.00	NUM
fis-1681	52	226	309.8	309.8	NUM
fis-1681	52	227	109.9	109.9	NUM
fis-1681	52	228	0.604	0.604	NUM
fis-1681	52	229	1.154	1.154	NUM
fis-1681	52	230	1.758	1.758	NUM
fis-1681	52	231	rcc	rcc	PROPN
fis-1681	52	232	500	500	NUM
fis-1681	52	233	6.37	6.37	NUM
fis-1681	52	234	257.5	257.5	NUM
fis-1681	52	235	15.09	15.09	NUM
fis-1681	52	236	311.9	311.9	NUM
fis-1681	52	237	112.0	112.0	NUM
fis-1681	52	238	0.546	0.546	NUM
fis-1681	52	239	1.043	1.043	NUM
fis-1681	52	240	1.589	1.589	NUM
fis-1681	52	241	table	table	NOUN
fis-1681	52	242	3	3	NUM
fis-1681	52	243	:	:	PUNCT
fis-1681	52	244	trial	trial	NOUN
fis-1681	52	245	results	result	NOUN
fis-1681	52	246	of	of	ADP
fis-1681	52	247	various	various	ADJ
fis-1681	52	248	working	work	VERB
fis-1681	52	249	conditions	condition	NOUN
fis-1681	52	250	.	.	PUNCT
fis-1681	53	1	l.	l.	PROPN
fis-1681	53	2	chunjiang	chunjiang	PROPN
fis-1681	53	3	et	et	PROPN
fis-1681	53	4	alii	alii	PROPN
fis-1681	53	5	,	,	PUNCT
fis-1681	53	6	frattura	frattura	PROPN
fis-1681	53	7	ed	ed	PROPN
fis-1681	53	8	integrità	integrità	PROPN
fis-1681	53	9	strutturale	strutturale	PROPN
fis-1681	53	10	,	,	PUNCT
fis-1681	53	11	35	35	NUM
fis-1681	53	12	(	(	PUNCT
fis-1681	53	13	2016	2016	NUM
fis-1681	53	14	)	)	PUNCT
fis-1681	53	15	500	500	NUM
fis-1681	53	16	-	-	SYM
fis-1681	53	17	508	508	NUM
fis-1681	53	18	;	;	PUNCT
fis-1681	53	19	doi	doi	NOUN
fis-1681	53	20	:	:	PUNCT
fis-1681	53	21	10.3221	10.3221	NUM
fis-1681	53	22	/	/	SYM
fis-1681	53	23	igf	igf	NOUN
fis-1681	53	24	-	-	NOUN
fis-1681	53	25	esis.35.56	esis.35.56	NOUN
fis-1681	53	26	504	504	NUM
fis-1681	53	27	influence	influence	NOUN
fis-1681	53	28	of	of	ADP
fis-1681	53	29	crack	crack	NOUN
fis-1681	53	30	-	-	PUNCT
fis-1681	53	31	depth	depth	NOUN
fis-1681	53	32	ratio	ratio	NOUN
fis-1681	53	33	on	on	ADP
fis-1681	53	34	concrete	concrete	ADJ
fis-1681	53	35	fracture	fracture	NOUN
fis-1681	53	36	stiffness	stiffness	NOUN
fis-1681	53	37	edge	edge	NOUN
fis-1681	53	38	splitting	splitting	NOUN
fis-1681	53	39	specimens	specimen	NOUN
fis-1681	53	40	(	(	PUNCT
fis-1681	53	41	crack	crack	NOUN
fis-1681	53	42	-	-	PUNCT
fis-1681	53	43	depth	depth	NOUN
fis-1681	53	44	ratio	ratio	NOUN
fis-1681	53	45	:	:	PUNCT
fis-1681	53	46	0.3:0.4:0.5:0	0.3:0.4:0.5:0	PROPN
fis-1681	53	47	.	.	PUNCT
fis-1681	54	1	6	6	NUM
fis-1681	54	2	and	and	CCONJ
fis-1681	54	3	size	size	NOUN
fis-1681	54	4	:	:	PUNCT
fis-1681	54	5	150	150	NUM
fis-1681	54	6	mm	mm	NOUN
fis-1681	54	7	×	×	NOUN
fis-1681	54	8	150	150	NUM
fis-1681	54	9	mm	mm	NOUN
fis-1681	54	10	×	×	NOUN
fis-1681	54	11	150	150	NUM
fis-1681	54	12	mm	mm	NOUN
fis-1681	54	13	)	)	PUNCT
fis-1681	54	14	are	be	AUX
fis-1681	54	15	selected	select	VERB
fis-1681	54	16	for	for	ADP
fis-1681	54	17	studying	study	VERB
fis-1681	54	18	influence	influence	NOUN
fis-1681	54	19	of	of	ADP
fis-1681	54	20	a	a	DET
fis-1681	54	21	/	/	SYM
fis-1681	54	22	h	h	NOUN
fis-1681	54	23	on	on	ADP
fis-1681	54	24	double	double	ADJ
fis-1681	54	25	-	-	PUNCT
fis-1681	54	26	k	k	NOUN
fis-1681	54	27	fracture	fracture	NOUN
fis-1681	54	28	parameter	parameter	NOUN
fis-1681	54	29	and	and	CCONJ
fis-1681	54	30	crack	crack	VERB
fis-1681	54	31	mouth	mouth	NOUN
fis-1681	54	32	opening	open	VERB
fis-1681	54	33	displacement	displacement	NOUN
fis-1681	54	34	(	(	PUNCT
fis-1681	54	35	cmodc	cmodc	PROPN
fis-1681	54	36	)	)	PUNCT
fis-1681	54	37	and	and	CCONJ
fis-1681	54	38	influence	influence	NOUN
fis-1681	54	39	rule	rule	NOUN
fis-1681	54	40	of	of	ADP
fis-1681	54	41	crack	crack	NOUN
fis-1681	54	42	-	-	PUNCT
fis-1681	54	43	depth	depth	NOUN
fis-1681	54	44	ratio	ratio	NOUN
fis-1681	54	45	in	in	ADP
fis-1681	54	46	concrete	concrete	ADJ
fis-1681	54	47	fracture	fracture	NOUN
fis-1681	54	48	process	process	NOUN
fis-1681	54	49	and	and	CCONJ
fis-1681	54	50	fracture	fracture	NOUN
fis-1681	54	51	strength	strength	NOUN
fis-1681	54	52	.	.	PUNCT
fis-1681	55	1	test	test	NOUN
fis-1681	55	2	design	design	NOUN
fis-1681	55	3	tap	tap	NOUN
fis-1681	55	4	water	water	NOUN
fis-1681	55	5	,	,	PUNCT
fis-1681	55	6	32.5	32.5	NUM
fis-1681	55	7	ordinary	ordinary	ADJ
fis-1681	55	8	portland	portland	PROPN
fis-1681	55	9	cement	cement	NOUN
fis-1681	55	10	,	,	PUNCT
fis-1681	55	11	fly	fly	VERB
fis-1681	55	12	ash	ash	NOUN
fis-1681	55	13	(	(	PUNCT
fis-1681	55	14	level	level	NOUN
fis-1681	55	15	ii	ii	NOUN
fis-1681	55	16	)	)	PUNCT
fis-1681	55	17	,	,	PUNCT
fis-1681	55	18	natural	natural	ADJ
fis-1681	55	19	medium	medium	ADJ
fis-1681	55	20	sand	sand	NOUN
fis-1681	55	21	with	with	ADP
fis-1681	55	22	particle	particle	NOUN
fis-1681	55	23	size	size	NOUN
fis-1681	55	24	of	of	ADP
fis-1681	55	25	over	over	ADP
fis-1681	55	26	5	5	NUM
fis-1681	55	27	mm	mm	NOUN
fis-1681	55	28	,	,	PUNCT
fis-1681	55	29	macadam	macadam	NOUN
fis-1681	55	30	with	with	ADP
fis-1681	55	31	maximum	maximum	ADJ
fis-1681	55	32	particle	particle	NOUN
fis-1681	55	33	size	size	NOUN
fis-1681	55	34	of	of	ADP
fis-1681	55	35	20	20	NUM
fis-1681	55	36	mm	mm	NOUN
fis-1681	55	37	(	(	PUNCT
fis-1681	55	38	level	level	NOUN
fis-1681	55	39	i	i	NOUN
fis-1681	55	40	)	)	PUNCT
fis-1681	55	41	and	and	CCONJ
fis-1681	55	42	high	high	ADJ
fis-1681	55	43	efficiency	efficiency	NOUN
fis-1681	55	44	slushing	slush	VERB
fis-1681	55	45	agent	agent	NOUN
fis-1681	55	46	suitable	suitable	ADJ
fis-1681	55	47	for	for	ADP
fis-1681	55	48	mass	mass	ADJ
fis-1681	55	49	concrete	concrete	NOUN
fis-1681	55	50	are	be	AUX
fis-1681	55	51	used	use	VERB
fis-1681	55	52	in	in	ADP
fis-1681	55	53	the	the	DET
fis-1681	55	54	test	test	NOUN
fis-1681	55	55	and	and	CCONJ
fis-1681	55	56	their	their	PRON
fis-1681	55	57	mix	mix	NOUN
fis-1681	55	58	proportions	proportion	NOUN
fis-1681	55	59	are	be	AUX
fis-1681	55	60	shown	show	VERB
fis-1681	55	61	in	in	ADP
fis-1681	55	62	tab	tab	NOUN
fis-1681	55	63	.	.	PUNCT
fis-1681	56	1	4	4	X
fis-1681	56	2	.	.	X
fis-1681	56	3	material	material	NOUN
fis-1681	56	4	tap	tap	NOUN
fis-1681	56	5	water	water	NOUN
fis-1681	56	6	cement	cement	NOUN
fis-1681	56	7	fly	fly	VERB
fis-1681	56	8	ash	ash	NOUN
fis-1681	56	9	sand	sand	NOUN
fis-1681	56	10	stones	stone	NOUN
fis-1681	56	11	additives	additive	VERB
fis-1681	56	12	rcc	rcc	PROPN
fis-1681	57	1	[	[	X
fis-1681	57	2	kg	kg	X
fis-1681	57	3	/	/	SYM
fis-1681	57	4	m3	m3	PROPN
fis-1681	57	5	]	]	PUNCT
fis-1681	57	6	130	130	NUM
fis-1681	57	7	134	134	NUM
fis-1681	57	8	90	90	NUM
fis-1681	57	9	805	805	NUM
fis-1681	57	10	1280	1280	NUM
fis-1681	57	11	0.75	0.75	NUM
fis-1681	57	12	%	%	NOUN
fis-1681	57	13	ordinary	ordinary	ADJ
fis-1681	57	14	concrete	concrete	NOUN
fis-1681	57	15	[	[	X
fis-1681	57	16	kg	kg	X
fis-1681	57	17	/	/	SYM
fis-1681	57	18	m3	m3	PROPN
fis-1681	57	19	]	]	PUNCT
fis-1681	57	20	203.5	203.5	NUM
fis-1681	57	21	407.5	407.5	NUM
fis-1681	57	22	0	0	NUM
fis-1681	57	23	535	535	NUM
fis-1681	57	24	1245	1245	NUM
fis-1681	57	25	0	0	NUM
fis-1681	57	26	table	table	NOUN
fis-1681	57	27	4	4	NUM
fis-1681	57	28	:	:	PUNCT
fis-1681	57	29	mix	mix	VERB
fis-1681	57	30	proportions	proportion	NOUN
fis-1681	57	31	of	of	ADP
fis-1681	57	32	rcc	rcc	PROPN
fis-1681	57	33	and	and	CCONJ
fis-1681	57	34	ordinary	ordinary	ADJ
fis-1681	57	35	concrete	concrete	NOUN
fis-1681	57	36	.	.	PUNCT
fis-1681	58	1	wedge	wedge	NOUN
fis-1681	58	2	splitting	split	VERB
fis-1681	58	3	specimen	speciman	NOUN
fis-1681	58	4	is	be	AUX
fis-1681	58	5	applied	apply	VERB
fis-1681	58	6	in	in	ADP
fis-1681	58	7	the	the	DET
fis-1681	58	8	trial	trial	NOUN
fis-1681	58	9	,	,	PUNCT
fis-1681	58	10	containing	contain	VERB
fis-1681	58	11	two	two	NUM
fis-1681	58	12	categories	category	NOUN
fis-1681	58	13	(	(	PUNCT
fis-1681	58	14	12	12	NUM
fis-1681	58	15	kinds	kind	NOUN
fis-1681	58	16	of	of	ADP
fis-1681	58	17	working	work	VERB
fis-1681	58	18	conditions	condition	NOUN
fis-1681	58	19	)	)	PUNCT
fis-1681	58	20	,	,	PUNCT
fis-1681	58	21	and	and	CCONJ
fis-1681	58	22	quantity	quantity	NOUN
fis-1681	58	23	of	of	ADP
fis-1681	58	24	specimen	speciman	NOUN
fis-1681	58	25	in	in	ADP
fis-1681	58	26	each	each	DET
fis-1681	58	27	working	work	VERB
fis-1681	58	28	condition	condition	NOUN
fis-1681	58	29	is	be	AUX
fis-1681	58	30	shown	show	VERB
fis-1681	58	31	in	in	ADP
fis-1681	58	32	tab	tab	NOUN
fis-1681	58	33	.	.	PUNCT
fis-1681	59	1	5	5	NUM
fis-1681	59	2	.	.	X
fis-1681	59	3	categories	category	NOUN
fis-1681	59	4	serial	serial	ADJ
fis-1681	59	5	number	number	NOUN
fis-1681	59	6	quantity	quantity	NOUN
fis-1681	59	7	size	size	NOUN
fis-1681	59	8	1×h×t	1×h×t	NOUN
fis-1681	59	9	[	[	X
fis-1681	59	10	mm3	mm3	X
fis-1681	59	11	]	]	X
fis-1681	59	12	crack	crack	NOUN
fis-1681	59	13	-	-	PUNCT
fis-1681	59	14	depth	depth	NOUN
fis-1681	59	15	ratio	ratio	NOUN
fis-1681	59	16	depth	depth	NOUN
fis-1681	59	17	of	of	ADP
fis-1681	59	18	cracks	crack	NOUN
fis-1681	59	19	[	[	X
fis-1681	59	20	mm	mm	X
fis-1681	59	21	]	]	X
fis-1681	59	22	thickness	thickness	NOUN
fis-1681	59	23	of	of	ADP
fis-1681	59	24	cracks	crack	NOUN
fis-1681	59	25	[	[	X
fis-1681	59	26	mm	mm	X
fis-1681	59	27	]	]	X
fis-1681	59	28	rcc	rcc	PROPN
fis-1681	59	29	rcc1504	rcc1504	VERB
fis-1681	59	30	6	6	NUM
fis-1681	59	31	150×150×150	150×150×150	NUM
fis-1681	59	32	0.4	0.4	NUM
fis-1681	59	33	60	60	NUM
fis-1681	59	34	3	3	NUM
fis-1681	59	35	rcc1505	rcc1505	NOUN
fis-1681	59	36	4	4	NUM
fis-1681	59	37	150×150×150	150×150×150	NUM
fis-1681	59	38	0.5	0.5	NUM
fis-1681	59	39	75	75	NUM
fis-1681	59	40	3	3	NUM
fis-1681	59	41	rcc1506	rcc1506	NOUN
fis-1681	59	42	4	4	NUM
fis-1681	59	43	150×150×150	150×150×150	NOUN
fis-1681	59	44	0.6	0.6	NUM
fis-1681	59	45	90	90	NUM
fis-1681	59	46	3	3	NUM
fis-1681	59	47	ordinary	ordinary	ADJ
fis-1681	59	48	concrete	concrete	ADJ
fis-1681	59	49	pc1504	pc1504	NOUN
fis-1681	59	50	6	6	NUM
fis-1681	59	51	150×150×150	150×150×150	NOUN
fis-1681	59	52	0.4	0.4	NUM
fis-1681	59	53	60	60	NUM
fis-1681	59	54	3	3	NUM
fis-1681	59	55	pc1505	pc1505	VERB
fis-1681	59	56	2	2	NUM
fis-1681	59	57	150×150×150	150×150×150	NOUN
fis-1681	59	58	0.5	0.5	NUM
fis-1681	59	59	75	75	NUM
fis-1681	59	60	3	3	NUM
fis-1681	59	61	pc1506	pc1506	NOUN
fis-1681	59	62	3	3	NUM
fis-1681	59	63	150×150×150	150×150×150	NOUN
fis-1681	59	64	0.6	0.6	NUM
fis-1681	59	65	90	90	NUM
fis-1681	59	66	3	3	NUM
fis-1681	59	67	table	table	NOUN
fis-1681	59	68	5	5	NUM
fis-1681	59	69	:	:	PUNCT
fis-1681	59	70	working	work	VERB
fis-1681	59	71	conditions	condition	NOUN
fis-1681	59	72	of	of	ADP
fis-1681	59	73	specimen	speciman	NOUN
fis-1681	59	74	.	.	PUNCT
fis-1681	60	1	phenomenological	phenomenological	ADJ
fis-1681	60	2	analysis	analysis	NOUN
fis-1681	60	3	of	of	ADP
fis-1681	60	4	wedge	wedge	NOUN
fis-1681	60	5	splitting	splitting	NOUN
fis-1681	60	6	test	test	NOUN
fis-1681	60	7	this	this	DET
fis-1681	60	8	test	test	NOUN
fis-1681	60	9	is	be	AUX
fis-1681	60	10	carried	carry	VERB
fis-1681	60	11	out	out	ADP
fis-1681	60	12	on	on	ADP
fis-1681	60	13	a	a	DET
fis-1681	60	14	200kn	200kn	ADJ
fis-1681	60	15	compression	compression	NOUN
fis-1681	60	16	-	-	PUNCT
fis-1681	60	17	testing	testing	NOUN
fis-1681	60	18	machine	machine	NOUN
fis-1681	60	19	and	and	CCONJ
fis-1681	60	20	adopts	adopt	VERB
fis-1681	60	21	formula	formula	NOUN
fis-1681	60	22	to	to	PART
fis-1681	60	23	calculate	calculate	VERB
fis-1681	60	24	valid	valid	ADJ
fis-1681	60	25	crack	crack	NOUN
fis-1681	60	26	growth	growth	NOUN
fis-1681	60	27	quantity	quantity	NOUN
fis-1681	60	28	.	.	PUNCT
fis-1681	61	1	from	from	ADP
fis-1681	61	2	cracks	crack	NOUN
fis-1681	61	3	in	in	ADP
fis-1681	61	4	damaged	damage	VERB
fis-1681	61	5	trial	trial	NOUN
fis-1681	61	6	(	(	PUNCT
fis-1681	61	7	figs	fig	NOUN
fis-1681	61	8	.	.	PUNCT
fis-1681	62	1	3	3	NUM
fis-1681	62	2	,	,	PUNCT
fis-1681	62	3	4	4	NUM
fis-1681	62	4	)	)	PUNCT
fis-1681	62	5	,	,	PUNCT
fis-1681	62	6	effective	effective	ADJ
fis-1681	62	7	subcritical	subcritical	ADJ
fis-1681	62	8	growth	growth	NOUN
fis-1681	62	9	quantity	quantity	NOUN
fis-1681	62	10	can	can	AUX
fis-1681	62	11	be	be	AUX
fis-1681	62	12	obviously	obviously	ADV
fis-1681	62	13	found	find	VERB
fis-1681	62	14	in	in	ADP
fis-1681	62	15	figures	figure	NOUN
fis-1681	62	16	,	,	PUNCT
fis-1681	62	17	and	and	CCONJ
fis-1681	62	18	direction	direction	NOUN
fis-1681	62	19	of	of	ADP
fis-1681	62	20	crack	crack	NOUN
fis-1681	62	21	growth	growth	NOUN
fis-1681	62	22	is	be	AUX
fis-1681	62	23	not	not	PART
fis-1681	62	24	smooth	smooth	ADJ
fis-1681	62	25	,	,	PUNCT
fis-1681	62	26	which	which	PRON
fis-1681	62	27	is	be	AUX
fis-1681	62	28	mainly	mainly	ADV
fis-1681	62	29	caused	cause	VERB
fis-1681	62	30	by	by	ADP
fis-1681	62	31	reasons	reason	NOUN
fis-1681	62	32	of	of	ADP
fis-1681	62	33	concrete	concrete	NOUN
fis-1681	62	34	itself	itself	PRON
fis-1681	62	35	,	,	PUNCT
fis-1681	62	36	as	as	ADV
fis-1681	62	37	well	well	ADV
fis-1681	62	38	as	as	ADP
fis-1681	62	39	various	various	ADJ
fis-1681	62	40	construction	construction	NOUN
fis-1681	62	41	aggregates	aggregate	NOUN
fis-1681	62	42	.	.	PUNCT
fis-1681	63	1	cracks	crack	NOUN
fis-1681	63	2	will	will	AUX
fis-1681	63	3	bypass	bypass	VERB
fis-1681	63	4	and	and	CCONJ
fis-1681	63	5	keep	keep	VERB
fis-1681	63	6	on	on	ADP
fis-1681	63	7	growing	grow	VERB
fis-1681	63	8	when	when	SCONJ
fis-1681	63	9	encountering	encounter	VERB
fis-1681	63	10	construction	construction	NOUN
fis-1681	63	11	aggregates	aggregate	NOUN
fis-1681	63	12	with	with	ADP
fis-1681	63	13	large	large	ADJ
fis-1681	63	14	particle	particle	NOUN
fis-1681	63	15	size	size	NOUN
fis-1681	63	16	.	.	PUNCT
fis-1681	64	1	figure	figure	NOUN
fis-1681	64	2	3	3	NUM
fis-1681	64	3	:	:	PUNCT
fis-1681	64	4	damaged	damage	VERB
fis-1681	64	5	cracks	crack	NOUN
fis-1681	64	6	of	of	ADP
fis-1681	64	7	rcc	rcc	PROPN
fis-1681	64	8	specimen	specimen	PROPN
fis-1681	64	9	.	.	PUNCT
fis-1681	65	1	figure	figure	VERB
fis-1681	65	2	4	4	NUM
fis-1681	65	3	:	:	PUNCT
fis-1681	65	4	damaged	damage	VERB
fis-1681	65	5	cracks	crack	NOUN
fis-1681	65	6	of	of	ADP
fis-1681	65	7	concrete	concrete	ADJ
fis-1681	65	8	specimen	speciman	NOUN
fis-1681	65	9	(	(	PUNCT
fis-1681	65	10	type	type	NOUN
fis-1681	65	11	150	150	NUM
fis-1681	65	12	)	)	PUNCT
fis-1681	65	13	.	.	PUNCT
fis-1681	66	1	w	w	PROPN
fis-1681	66	2	chunjiang	chunjiang	PROPN
fis-1681	66	3	et	et	PROPN
fis-1681	66	4	alii	alii	PROPN
fis-1681	66	5	,	,	PUNCT
fis-1681	66	6	frattura	frattura	PROPN
fis-1681	66	7	ed	ed	PROPN
fis-1681	66	8	integrità	integrità	PROPN
fis-1681	66	9	strutturale	strutturale	PROPN
fis-1681	66	10	,	,	PUNCT
fis-1681	66	11	35	35	NUM
fis-1681	66	12	(	(	PUNCT
fis-1681	66	13	2016	2016	NUM
fis-1681	66	14	)	)	PUNCT
fis-1681	66	15	500	500	NUM
fis-1681	66	16	-	-	SYM
fis-1681	66	17	508	508	NUM
fis-1681	66	18	;	;	PUNCT
fis-1681	66	19	doi	doi	NOUN
fis-1681	66	20	:	:	PUNCT
fis-1681	66	21	10.3221	10.3221	NUM
fis-1681	66	22	/	/	SYM
fis-1681	66	23	igf	igf	NOUN
fis-1681	66	24	-	-	NOUN
fis-1681	66	25	esis.35.56	esis.35.56	NOUN
fis-1681	66	26	505	505	NUM
fis-1681	66	27	analysis	analysis	NOUN
fis-1681	66	28	of	of	ADP
fis-1681	66	29	calculation	calculation	NOUN
fis-1681	66	30	results	result	VERB
fis-1681	66	31	p	p	ADJ
fis-1681	66	32	-	-	PUNCT
fis-1681	66	33	mod	mod	NOUN
fis-1681	66	34	curve	curve	NOUN
fis-1681	66	35	character	character	NOUN
fis-1681	66	36	parameters	parameter	NOUN
fis-1681	66	37	of	of	ADP
fis-1681	66	38	wedge	wedge	NOUN
fis-1681	66	39	splitting	splitting	NOUN
fis-1681	66	40	specimen	speciman	NOUN
fis-1681	66	41	are	be	AUX
fis-1681	66	42	figured	figure	VERB
fis-1681	66	43	out	out	ADP
fis-1681	66	44	based	base	VERB
fis-1681	66	45	on	on	ADP
fis-1681	66	46	test	test	NOUN
fis-1681	66	47	results	result	NOUN
fis-1681	66	48	(	(	PUNCT
fis-1681	66	49	tab	tab	NOUN
fis-1681	66	50	.	.	NOUN
fis-1681	66	51	6	6	NUM
fis-1681	66	52	)	)	PUNCT
fis-1681	66	53	.	.	PUNCT
fis-1681	67	1	serial	serial	ADJ
fis-1681	67	2	number	number	NOUN
fis-1681	67	3	of	of	ADP
fis-1681	67	4	specimen	speciman	NOUN
fis-1681	67	5	size	size	NOUN
fis-1681	67	6	(	(	PUNCT
fis-1681	67	7	mm	mm	NOUN
fis-1681	67	8	)	)	PUNCT
fis-1681	67	9	crack	crack	NOUN
fis-1681	67	10	-	-	PUNCT
fis-1681	67	11	depth	depth	NOUN
fis-1681	67	12	ratio	ratio	NOUN
fis-1681	67	13	pmax	pmax	NOUN
fis-1681	68	1	[	[	X
fis-1681	68	2	kn	kn	X
fis-1681	68	3	]	]	X
fis-1681	68	4	cmodc	cmodc	PROPN
fis-1681	69	1	[	[	X
fis-1681	69	2	mm	mm	X
fis-1681	69	3	]	]	X
fis-1681	69	4	rcc-1	rcc-1	NUM
fis-1681	69	5	150	150	NUM
fis-1681	69	6	0.4	0.4	NUM
fis-1681	69	7	5.29	5.29	NUM
fis-1681	69	8	110	110	NUM
fis-1681	69	9	rcc-2	rcc-2	NUM
fis-1681	69	10	150	150	NUM
fis-1681	69	11	0.4	0.4	NUM
fis-1681	69	12	5.08	5.08	NUM
fis-1681	69	13	115	115	NUM
fis-1681	69	14	rcc-3	rcc-3	NUM
fis-1681	69	15	150	150	NUM
fis-1681	69	16	0.4	0.4	NUM
fis-1681	69	17	6.13	6.13	NUM
fis-1681	69	18	89	89	NUM
fis-1681	69	19	rcc-4	rcc-4	ADV
fis-1681	69	20	150	150	NUM
fis-1681	69	21	0.4	0.4	NUM
fis-1681	69	22	4.52	4.52	NUM
fis-1681	69	23	109	109	NUM
fis-1681	69	24	rcc-5	rcc-5	NUM
fis-1681	69	25	150	150	NUM
fis-1681	69	26	0.4	0.4	NUM
fis-1681	69	27	4.70	4.70	NUM
fis-1681	69	28	109	109	NUM
fis-1681	69	29	rcc-6	rcc-6	NUM
fis-1681	69	30	150	150	NUM
fis-1681	69	31	0.4	0.4	NUM
fis-1681	69	32	5.13	5.13	NUM
fis-1681	69	33	102	102	NUM
fis-1681	69	34	rcc-7	rcc-7	NUM
fis-1681	69	35	150	150	NUM
fis-1681	69	36	0.5	0.5	NUM
fis-1681	69	37	4.62	4.62	NUM
fis-1681	69	38	163	163	NUM
fis-1681	69	39	rcc-8	rcc-8	NUM
fis-1681	69	40	150	150	NUM
fis-1681	69	41	0.5	0.5	NUM
fis-1681	69	42	4.69	4.69	NUM
fis-1681	69	43	139	139	NUM
fis-1681	69	44	rcc-9	rcc-9	NUM
fis-1681	69	45	150	150	NUM
fis-1681	69	46	0.5	0.5	NUM
fis-1681	69	47	4.65	4.65	NUM
fis-1681	69	48	152	152	NUM
fis-1681	69	49	rcc-10	rcc-10	ADV
fis-1681	69	50	150	150	NUM
fis-1681	69	51	0.5	0.5	NUM
fis-1681	69	52	4.23	4.23	NUM
fis-1681	69	53	155	155	NUM
fis-1681	69	54	rcc-11	rcc-11	NUM
fis-1681	69	55	150	150	NUM
fis-1681	69	56	0.6	0.6	NUM
fis-1681	69	57	3.03	3.03	NUM
fis-1681	69	58	215	215	NUM
fis-1681	69	59	rcc-12	rcc-12	VERB
fis-1681	69	60	150	150	NUM
fis-1681	69	61	0.6	0.6	NUM
fis-1681	69	62	3.61	3.61	NUM
fis-1681	69	63	186	186	NUM
fis-1681	69	64	rcc-13	rcc-13	NUM
fis-1681	69	65	150	150	NUM
fis-1681	69	66	0.6	0.6	NUM
fis-1681	69	67	3.97	3.97	NUM
fis-1681	69	68	189	189	NUM
fis-1681	69	69	rcc-14	rcc-14	NUM
fis-1681	69	70	150	150	NUM
fis-1681	69	71	0.6	0.6	NUM
fis-1681	69	72	4.02	4.02	NUM
fis-1681	69	73	229	229	NUM
fis-1681	69	74	c-1	c-1	NOUN
fis-1681	69	75	150	150	NUM
fis-1681	69	76	0.4	0.4	NUM
fis-1681	69	77	7.76	7.76	NUM
fis-1681	69	78	101	101	NUM
fis-1681	69	79	c-2	c-2	NOUN
fis-1681	69	80	150	150	NUM
fis-1681	69	81	0.4	0.4	NUM
fis-1681	69	82	6.70	6.70	NUM
fis-1681	69	83	92	92	NUM
fis-1681	69	84	c-3	c-3	NOUN
fis-1681	69	85	150	150	NUM
fis-1681	69	86	0.4	0.4	NUM
fis-1681	69	87	7.71	7.71	NUM
fis-1681	69	88	98	98	NUM
fis-1681	69	89	c-4	c-4	NOUN
fis-1681	69	90	150	150	NUM
fis-1681	69	91	0.4	0.4	NUM
fis-1681	69	92	5.44	5.44	NUM
fis-1681	69	93	101	101	NUM
fis-1681	69	94	c-5	c-5	NOUN
fis-1681	69	95	150	150	NUM
fis-1681	69	96	0.4	0.4	NUM
fis-1681	69	97	5.53	5.53	NUM
fis-1681	69	98	96	96	NUM
fis-1681	69	99	c-6	c-6	NOUN
fis-1681	69	100	150	150	NUM
fis-1681	69	101	0.4	0.4	NUM
fis-1681	69	102	5.75	5.75	NUM
fis-1681	69	103	93	93	NUM
fis-1681	69	104	c-7	c-7	VERB
fis-1681	69	105	150	150	NUM
fis-1681	69	106	0.5	0.5	NUM
fis-1681	69	107	6.19	6.19	NUM
fis-1681	69	108	102	102	NUM
fis-1681	69	109	c-8	c-8	NOUN
fis-1681	69	110	150	150	NUM
fis-1681	69	111	0.5	0.5	NUM
fis-1681	69	112	6.20	6.20	NUM
fis-1681	69	113	103	103	NUM
fis-1681	69	114	c-9	c-9	NOUN
fis-1681	69	115	150	150	NUM
fis-1681	69	116	0.6	0.6	NUM
fis-1681	69	117	6.52	6.52	NUM
fis-1681	69	118	101	101	NUM
fis-1681	69	119	c-10	c-10	PROPN
fis-1681	69	120	150	150	NUM
fis-1681	69	121	0.6	0.6	NUM
fis-1681	69	122	6.31	6.31	NUM
fis-1681	69	123	100	100	NUM
fis-1681	69	124	c-11	c-11	NUM
fis-1681	69	125	150	150	NUM
fis-1681	69	126	0.6	0.6	NUM
fis-1681	69	127	5.98	5.98	NUM
fis-1681	69	128	113	113	NUM
fis-1681	69	129	table	table	NOUN
fis-1681	69	130	6	6	NUM
fis-1681	69	131	:	:	PUNCT
fis-1681	69	132	basic	basic	ADJ
fis-1681	69	133	test	test	NOUN
fis-1681	69	134	results	result	NOUN
fis-1681	69	135	.	.	PUNCT
fis-1681	70	1	l.	l.	PROPN
fis-1681	70	2	chunjiang	chunjiang	PROPN
fis-1681	70	3	et	et	PROPN
fis-1681	70	4	alii	alii	PROPN
fis-1681	70	5	,	,	PUNCT
fis-1681	70	6	frattura	frattura	PROPN
fis-1681	70	7	ed	ed	PROPN
fis-1681	70	8	integrità	integrità	PROPN
fis-1681	70	9	strutturale	strutturale	PROPN
fis-1681	70	10	,	,	PUNCT
fis-1681	70	11	35	35	NUM
fis-1681	70	12	(	(	PUNCT
fis-1681	70	13	2016	2016	NUM
fis-1681	70	14	)	)	PUNCT
fis-1681	70	15	500	500	NUM
fis-1681	70	16	-	-	SYM
fis-1681	70	17	508	508	NUM
fis-1681	70	18	;	;	PUNCT
fis-1681	70	19	doi	doi	NOUN
fis-1681	70	20	:	:	PUNCT
fis-1681	70	21	10.3221	10.3221	NUM
fis-1681	70	22	/	/	SYM
fis-1681	70	23	igf	igf	NOUN
fis-1681	70	24	-	-	NOUN
fis-1681	70	25	esis.35.56	esis.35.56	NOUN
fis-1681	70	26	506	506	NUM
fis-1681	70	27	tab	tab	NOUN
fis-1681	70	28	.	.	PUNCT
fis-1681	70	29	7	7	NUM
fis-1681	70	30	makes	make	VERB
fis-1681	70	31	a	a	DET
fis-1681	70	32	list	list	NOUN
fis-1681	70	33	of	of	ADP
fis-1681	70	34	unstable	unstable	ADJ
fis-1681	70	35	fracture	fracture	NOUN
fis-1681	70	36	toughness	toughness	NOUN
fis-1681	70	37	calculated	calculate	VERB
fis-1681	70	38	by	by	ADP
fis-1681	70	39	initial	initial	ADJ
fis-1681	70	40	crack	crack	NOUN
fis-1681	70	41	-	-	PUNCT
fis-1681	70	42	depth	depth	NOUN
fis-1681	70	43	ratio	ratio	NOUN
fis-1681	70	44	and	and	CCONJ
fis-1681	70	45	maximum	maximum	ADJ
fis-1681	70	46	load	load	NOUN
fis-1681	70	47	pmax	pmax	ADJ
fis-1681	70	48	,	,	PUNCT
fis-1681	70	49	serial	serial	ADJ
fis-1681	70	50	number	number	NOUN
fis-1681	70	51	of	of	ADP
fis-1681	70	52	specimen	speciman	NOUN
fis-1681	70	53	valid	valid	ADJ
fis-1681	70	54	crack	crack	NOUN
fis-1681	70	55	growth	growth	NOUN
fis-1681	70	56	quantity	quantity	NOUN
fis-1681	70	57	[	[	X
fis-1681	70	58	cm	cm	X
fis-1681	70	59	]	]	X
fis-1681	70	60	unstable	unstable	ADJ
fis-1681	70	61	fracture	fracture	NOUN
fis-1681	70	62	toughness	toughness	NOUN
fis-1681	70	63	[	[	X
fis-1681	70	64	mpam	mpam	X
fis-1681	70	65	]	]	X
fis-1681	70	66	initial	initial	ADJ
fis-1681	70	67	fracture	fracture	NOUN
fis-1681	70	68	toughness	toughness	NOUN
fis-1681	70	69	[	[	X
fis-1681	70	70	mpam	mpam	X
fis-1681	70	71	]	]	X
fis-1681	70	72	rcc-1	rcc-1	NOUN
fis-1681	70	73	8.1	8.1	NUM
fis-1681	70	74	0.944	0.944	NUM
fis-1681	70	75	0.415	0.415	NUM
fis-1681	70	76	rcc-2	rcc-2	X
fis-1681	70	77	8.6	8.6	NUM
fis-1681	70	78	1.039	1.039	NUM
fis-1681	70	79	0.316	0.316	NUM
fis-1681	70	80	rcc-3	rcc-3	X
fis-1681	70	81	8.3	8.3	NUM
fis-1681	70	82	1.016	1.016	NUM
fis-1681	70	83	0.420	0.420	NUM
fis-1681	70	84	rcc-4	rcc-4	ADV
fis-1681	70	85	7.8	7.8	NUM
fis-1681	70	86	0.968	0.968	NUM
fis-1681	70	87	0.351	0.351	NUM
fis-1681	70	88	rcc-5	rcc-5	NUM
fis-1681	70	89	8.7	8.7	NUM
fis-1681	70	90	0.957	0.957	NUM
fis-1681	70	91	0.344	0.344	NUM
fis-1681	70	92	rcc-6	rcc-6	ADP
fis-1681	70	93	7.8	7.8	NUM
fis-1681	70	94	0.996	0.996	NUM
fis-1681	70	95	0.486	0.486	NUM
fis-1681	70	96	rcc-7	rcc-7	NUM
fis-1681	70	97	9.9	9.9	NUM
fis-1681	70	98	0.775	0.775	NUM
fis-1681	70	99	0.385	0.385	NUM
fis-1681	70	100	rcc-8	rcc-8	NUM
fis-1681	70	101	9.4	9.4	NUM
fis-1681	70	102	0.784	0.784	NUM
fis-1681	70	103	0.360	0.360	NUM
fis-1681	70	104	rcc-9	rcc-9	NUM
fis-1681	70	105	9.6	9.6	NUM
fis-1681	70	106	0.811	0.811	NUM
fis-1681	70	107	0.407	0.407	NUM
fis-1681	70	108	rcc-10	rcc-10	ADP
fis-1681	70	109	9.5	9.5	NUM
fis-1681	70	110	0.797	0.797	NUM
fis-1681	70	111	0.359	0.359	NUM
fis-1681	70	112	rcc-11	rcc-11	NUM
fis-1681	70	113	11.6	11.6	NUM
fis-1681	70	114	0.815	0.815	NUM
fis-1681	70	115	0.361	0.361	NUM
fis-1681	70	116	rcc-12	rcc-12	VERB
fis-1681	70	117	11.4	11.4	NUM
fis-1681	70	118	0.900	0.900	NUM
fis-1681	70	119	0.307	0.307	NUM
fis-1681	70	120	rcc-13	rcc-13	NUM
fis-1681	70	121	10.9	10.9	NUM
fis-1681	70	122	0.852	0.852	NUM
fis-1681	70	123	0.305	0.305	NUM
fis-1681	70	124	rcc-14	rcc-14	ADP
fis-1681	70	125	11.6	11.6	NUM
fis-1681	70	126	0.948	0.948	NUM
fis-1681	70	127	0.269	0.269	NUM
fis-1681	70	128	c-1	c-1	NOUN
fis-1681	70	129	8.3	8.3	NUM
fis-1681	70	130	1.01	1.01	NUM
fis-1681	70	131	0.481	0.481	NUM
fis-1681	70	132	c-2	c-2	NOUN
fis-1681	70	133	7.7	7.7	NUM
fis-1681	70	134	1.06	1.06	NUM
fis-1681	70	135	0.582	0.582	NUM
fis-1681	70	136	c-3	c-3	NOUN
fis-1681	70	137	6.8	6.8	NUM
fis-1681	70	138	1.09	1.09	NUM
fis-1681	70	139	0.555	0.555	NUM
fis-1681	70	140	c-4	c-4	NOUN
fis-1681	70	141	8.0	8.0	NUM
fis-1681	70	142	1.05	1.05	NUM
fis-1681	70	143	0.648	0.648	NUM
fis-1681	70	144	c-5	c-5	VERB
fis-1681	70	145	7.9	7.9	NUM
fis-1681	70	146	1.11	1.11	NUM
fis-1681	70	147	0.621	0.621	NUM
fis-1681	70	148	c-6	c-6	NOUN
fis-1681	70	149	7.8	7.8	NUM
fis-1681	70	150	1.19	1.19	NUM
fis-1681	70	151	0.648	0.648	NUM
fis-1681	70	152	c-7	c-7	VERB
fis-1681	70	153	8.7	8.7	NUM
fis-1681	70	154	1.18	1.18	NUM
fis-1681	70	155	0.517	0.517	NUM
fis-1681	70	156	c-8	c-8	NUM
fis-1681	70	157	7.6	7.6	NUM
fis-1681	70	158	1.15	1.15	NUM
fis-1681	70	159	0.529	0.529	NUM
fis-1681	70	160	c-9	c-9	VERB
fis-1681	70	161	8.0	8.0	NUM
fis-1681	70	162	1.23	1.23	NUM
fis-1681	70	163	0.514	0.514	NUM
fis-1681	70	164	c-10	c-10	PROPN
fis-1681	70	165	9.6	9.6	NUM
fis-1681	70	166	1.21	1.21	NUM
fis-1681	70	167	0.518	0.518	NUM
fis-1681	70	168	c-11	c-11	NOUN
fis-1681	70	169	8.6	8.6	NUM
fis-1681	70	170	1.20	1.20	NUM
fis-1681	70	171	0.543	0.543	NUM
fis-1681	70	172	table	table	NOUN
fis-1681	70	173	7	7	NUM
fis-1681	70	174	unstable	unstable	ADJ
fis-1681	70	175	fracture	fracture	NOUN
fis-1681	70	176	toughness	toughness	NOUN
fis-1681	70	177	under	under	ADP
fis-1681	70	178	different	different	ADJ
fis-1681	70	179	working	working	NOUN
fis-1681	70	180	conditions	condition	NOUN
fis-1681	70	181	it	it	PRON
fis-1681	70	182	can	can	AUX
fis-1681	70	183	be	be	AUX
fis-1681	70	184	seen	see	VERB
fis-1681	70	185	from	from	ADP
fis-1681	70	186	above	above	ADP
fis-1681	70	187	table	table	NOUN
fis-1681	70	188	that	that	PRON
fis-1681	70	189	s	s	VERB
fis-1681	70	190	ick	ick	NOUN
fis-1681	70	191	value	value	NOUN
fis-1681	70	192	gets	get	VERB
fis-1681	70	193	smaller	small	ADJ
fis-1681	70	194	as	as	ADP
fis-1681	70	195	initial	initial	ADJ
fis-1681	70	196	crack	crack	NOUN
fis-1681	70	197	-	-	PUNCT
fis-1681	70	198	depth	depth	NOUN
fis-1681	70	199	ratio	ratio	NOUN
fis-1681	70	200	increases	increase	NOUN
fis-1681	70	201	,	,	PUNCT
fis-1681	70	202	so	so	SCONJ
fis-1681	70	203	s	s	VERB
fis-1681	70	204	ick	ick	NOUN
fis-1681	70	205	based	base	VERB
fis-1681	70	206	on	on	ADP
fis-1681	70	207	initial	initial	ADJ
fis-1681	70	208	crack	crack	NOUN
fis-1681	70	209	-	-	PUNCT
fis-1681	70	210	depth	depth	NOUN
fis-1681	70	211	ratio	ratio	NOUN
fis-1681	70	212	not	not	PART
fis-1681	70	213	only	only	ADV
fis-1681	70	214	has	have	VERB
fis-1681	70	215	size	size	NOUN
fis-1681	70	216	effect	effect	NOUN
fis-1681	70	217	,	,	PUNCT
fis-1681	70	218	but	but	CCONJ
fis-1681	70	219	also	also	ADV
fis-1681	70	220	changes	change	VERB
fis-1681	70	221	with	with	ADP
fis-1681	70	222	the	the	DET
fis-1681	70	223	changes	change	NOUN
fis-1681	70	224	of	of	ADP
fis-1681	70	225	initial	initial	ADJ
fis-1681	70	226	crack	crack	NOUN
fis-1681	70	227	-	-	PUNCT
fis-1681	70	228	depth	depth	NOUN
fis-1681	70	229	ratio	ratio	NOUN
fis-1681	70	230	.	.	PUNCT
fis-1681	71	1	that	that	PRON
fis-1681	71	2	indicates	indicate	VERB
fis-1681	71	3	that	that	SCONJ
fis-1681	71	4	subcritical	subcritical	ADJ
fis-1681	71	5	growth	growth	NOUN
fis-1681	71	6	quantity	quantity	NOUN
fis-1681	71	7	of	of	ADP
fis-1681	71	8	wedge	wedge	NOUN
fis-1681	71	9	splitting	split	VERB
fis-1681	71	10	specimen	speciman	NOUN
fis-1681	71	11	changes	change	NOUN
fis-1681	71	12	with	with	ADP
fis-1681	71	13	size	size	NOUN
fis-1681	71	14	,	,	PUNCT
fis-1681	71	15	related	relate	VERB
fis-1681	71	16	to	to	ADP
fis-1681	71	17	initial	initial	ADJ
fis-1681	71	18	crack	crack	NOUN
fis-1681	71	19	-	-	PUNCT
fis-1681	71	20	depth	depth	NOUN
fis-1681	71	21	ratio	ratio	NOUN
fis-1681	71	22	as	as	ADV
fis-1681	71	23	well	well	ADV
fis-1681	71	24	,	,	PUNCT
fis-1681	71	25	which	which	PRON
fis-1681	71	26	is	be	AUX
fis-1681	71	27	different	different	ADJ
fis-1681	71	28	from	from	ADP
fis-1681	71	29	three	three	NUM
fis-1681	71	30	-	-	PUNCT
fis-1681	71	31	point	point	NOUN
fis-1681	71	32	bending	bend	VERB
fis-1681	71	33	beam	beam	NOUN
fis-1681	71	34	.	.	PUNCT
fis-1681	72	1	thus	thus	ADV
fis-1681	72	2	,	,	PUNCT
fis-1681	72	3	it	it	PRON
fis-1681	72	4	is	be	AUX
fis-1681	72	5	obvious	obvious	ADJ
fis-1681	72	6	that	that	SCONJ
fis-1681	72	7	small	small	ADJ
fis-1681	72	8	specimen	speciman	NOUN
fis-1681	72	9	has	have	VERB
fis-1681	72	10	to	to	PART
fis-1681	72	11	take	take	VERB
fis-1681	72	12	stable	stable	ADJ
fis-1681	72	13	growth	growth	NOUN
fis-1681	72	14	of	of	ADP
fis-1681	72	15	crack	crack	NOUN
fis-1681	72	16	into	into	ADP
fis-1681	72	17	consideration	consideration	NOUN
fis-1681	72	18	.	.	PUNCT
fis-1681	73	1	flexibility	flexibility	NOUN
fis-1681	73	2	coefficient	coefficient	NOUN
fis-1681	73	3	applied	apply	VERB
fis-1681	73	4	in	in	ADP
fis-1681	73	5	calculating	calculate	VERB
fis-1681	73	6	valid	valid	ADJ
fis-1681	73	7	subcritical	subcritical	ADJ
fis-1681	73	8	crack	crack	NOUN
fis-1681	73	9	growth	growth	NOUN
fis-1681	73	10	length	length	NOUN
fis-1681	73	11	(	(	PUNCT
fis-1681	73	12	ca	ca	NOUN
fis-1681	73	13	)	)	PUNCT
fis-1681	73	14	with	with	ADP
fis-1681	73	15	double	double	ADJ
fis-1681	73	16	-	-	PUNCT
fis-1681	73	17	k	k	NOUN
fis-1681	73	18	fracture	fracture	NOUN
fis-1681	73	19	criterion	criterion	NOUN
fis-1681	73	20	is	be	AUX
fis-1681	73	21	diverse	diverse	ADJ
fis-1681	73	22	,	,	PUNCT
fis-1681	73	23	thereby	thereby	ADV
fis-1681	73	24	leading	lead	VERB
fis-1681	73	25	to	to	ADP
fis-1681	73	26	different	different	ADJ
fis-1681	73	27	ca	ca	NOUN
fis-1681	73	28	.	.	PUNCT
fis-1681	74	1	after	after	ADP
fis-1681	74	2	obtaining	obtain	VERB
fis-1681	74	3	ca	can	AUX
fis-1681	74	4	,	,	PUNCT
fis-1681	74	5	fracture	fracture	ADJ
fis-1681	74	6	toughness	toughness	NOUN
fis-1681	74	7	s	s	PRON
fis-1681	74	8	ick	ick	NOUN
fis-1681	74	9	and	and	CCONJ
fis-1681	74	10	cmodc	cmodc	PROPN
fis-1681	74	11	can	can	AUX
fis-1681	74	12	be	be	AUX
fis-1681	74	13	figured	figure	VERB
fis-1681	74	14	out	out	ADP
fis-1681	74	15	,	,	PUNCT
fis-1681	74	16	so	so	ADV
fis-1681	74	17	valid	valid	ADJ
fis-1681	74	18	subcritical	subcritical	ADJ
fis-1681	74	19	crack	crack	NOUN
fis-1681	74	20	growth	growth	NOUN
fis-1681	74	21	length	length	NOUN
fis-1681	74	22	(	(	PUNCT
fis-1681	74	23	ca	ca	NOUN
fis-1681	74	24	)	)	PUNCT
fis-1681	74	25	is	be	AUX
fis-1681	74	26	believed	believe	VERB
fis-1681	74	27	to	to	PART
fis-1681	74	28	be	be	AUX
fis-1681	74	29	an	an	DET
fis-1681	74	30	important	important	ADJ
fis-1681	74	31	parameter	parameter	NOUN
fis-1681	75	1	[	[	X
fis-1681	75	2	12	12	NUM
fis-1681	75	3	-	-	SYM
fis-1681	75	4	13	13	NUM
fis-1681	75	5	]	]	PUNCT
fis-1681	75	6	.	.	PUNCT
fis-1681	76	1	in	in	ADP
fis-1681	76	2	two	two	NUM
fis-1681	76	3	-	-	PUNCT
fis-1681	76	4	parameter	parameter	NOUN
fis-1681	76	5	model	model	NOUN
fis-1681	76	6	,	,	PUNCT
fis-1681	76	7	chunjiang	chunjiang	PROPN
fis-1681	76	8	et	et	PROPN
fis-1681	76	9	alii	alii	PROPN
fis-1681	76	10	,	,	PUNCT
fis-1681	76	11	frattura	frattura	PROPN
fis-1681	76	12	ed	ed	PROPN
fis-1681	76	13	integrità	integrità	PROPN
fis-1681	76	14	strutturale	strutturale	PROPN
fis-1681	76	15	,	,	PUNCT
fis-1681	76	16	35	35	NUM
fis-1681	76	17	(	(	PUNCT
fis-1681	76	18	2016	2016	NUM
fis-1681	76	19	)	)	PUNCT
fis-1681	76	20	500	500	NUM
fis-1681	76	21	-	-	SYM
fis-1681	76	22	508	508	NUM
fis-1681	76	23	;	;	PUNCT
fis-1681	76	24	doi	doi	NOUN
fis-1681	76	25	:	:	PUNCT
fis-1681	76	26	10.3221	10.3221	NUM
fis-1681	76	27	/	/	SYM
fis-1681	76	28	igf	igf	NOUN
fis-1681	76	29	-	-	NOUN
fis-1681	76	30	esis.35.56	esis.35.56	NOUN
fis-1681	76	31	507	507	NUM
fis-1681	76	32	because	because	SCONJ
fis-1681	76	33	unloading	unload	VERB
fis-1681	76	34	point	point	NOUN
fis-1681	76	35	in	in	ADP
fis-1681	76	36	test	test	NOUN
fis-1681	76	37	is	be	AUX
fis-1681	76	38	hard	hard	ADJ
fis-1681	76	39	to	to	PART
fis-1681	76	40	be	be	AUX
fis-1681	76	41	controlled	control	VERB
fis-1681	76	42	in	in	ADP
fis-1681	76	43	a	a	DET
fis-1681	76	44	specified	specified	ADJ
fis-1681	76	45	point	point	NOUN
fis-1681	76	46	,	,	PUNCT
fis-1681	76	47	valid	valid	ADJ
fis-1681	76	48	subcritical	subcritical	ADJ
fis-1681	76	49	crack	crack	NOUN
fis-1681	76	50	growth	growth	NOUN
fis-1681	76	51	length	length	NOUN
fis-1681	76	52	(	(	PUNCT
fis-1681	76	53	ca	ca	NOUN
fis-1681	76	54	)	)	PUNCT
fis-1681	76	55	obtained	obtain	VERB
fis-1681	76	56	by	by	ADP
fis-1681	76	57	computer	computer	NOUN
fis-1681	76	58	is	be	AUX
fis-1681	76	59	biased	bias	VERB
fis-1681	76	60	compared	compare	VERB
fis-1681	76	61	with	with	ADP
fis-1681	76	62	theoretical	theoretical	ADJ
fis-1681	76	63	value	value	NOUN
fis-1681	76	64	.	.	PUNCT
fis-1681	77	1	however	however	ADV
fis-1681	77	2	,	,	PUNCT
fis-1681	77	3	double	double	ADJ
fis-1681	77	4	-	-	PUNCT
fis-1681	77	5	k	k	PROPN
fis-1681	77	6	fracture	fracture	NOUN
fis-1681	77	7	criterion	criterion	NOUN
fis-1681	77	8	is	be	AUX
fis-1681	77	9	with	with	ADP
fis-1681	77	10	no	no	DET
fis-1681	77	11	need	need	NOUN
fis-1681	77	12	for	for	ADP
fis-1681	77	13	unloading	unloading	NOUN
fis-1681	77	14	process	process	NOUN
fis-1681	77	15	and	and	CCONJ
fis-1681	77	16	controlling	control	VERB
fis-1681	77	17	unloading	unloading	NOUN
fis-1681	77	18	point	point	NOUN
fis-1681	77	19	in	in	ADP
fis-1681	77	20	test	test	NOUN
fis-1681	77	21	,	,	PUNCT
fis-1681	77	22	simply	simply	ADV
fis-1681	77	23	works	work	VERB
fis-1681	77	24	out	out	ADP
fis-1681	77	25	valid	valid	ADJ
fis-1681	77	26	subcritical	subcritical	ADJ
fis-1681	77	27	crack	crack	NOUN
fis-1681	77	28	growth	growth	NOUN
fis-1681	77	29	length	length	NOUN
fis-1681	77	30	(	(	PUNCT
fis-1681	77	31	ca	ca	NOUN
fis-1681	77	32	)	)	PUNCT
fis-1681	77	33	with	with	ADP
fis-1681	77	34	pmax	pmax	ADJ
fis-1681	77	35	and	and	CCONJ
fis-1681	77	36	its	its	PRON
fis-1681	77	37	corresponding	corresponding	ADJ
fis-1681	77	38	cmodc	cmodc	NOUN
fis-1681	77	39	,	,	PUNCT
fis-1681	77	40	and	and	CCONJ
fis-1681	77	41	the	the	DET
fis-1681	77	42	test	test	NOUN
fis-1681	77	43	results	result	NOUN
fis-1681	77	44	are	be	AUX
fis-1681	77	45	relatively	relatively	ADV
fis-1681	77	46	close	close	ADJ
fis-1681	77	47	to	to	ADP
fis-1681	77	48	theoretical	theoretical	ADJ
fis-1681	77	49	value	value	NOUN
fis-1681	77	50	.	.	PUNCT
fis-1681	78	1	ordinary	ordinary	ADJ
fis-1681	78	2	concrete	concrete	NOUN
fis-1681	78	3	has	have	VERB
fis-1681	78	4	the	the	DET
fis-1681	78	5	same	same	ADJ
fis-1681	78	6	change	change	NOUN
fis-1681	78	7	rule	rule	NOUN
fis-1681	78	8	of	of	ADP
fis-1681	78	9	unstable	unstable	ADJ
fis-1681	78	10	fracture	fracture	ADJ
fis-1681	78	11	toughness	toughness	NOUN
fis-1681	78	12	with	with	ADP
fis-1681	78	13	rcc	rcc	PROPN
fis-1681	78	14	.	.	PUNCT
fis-1681	78	15	crack	crack	NOUN
fis-1681	78	16	-	-	PUNCT
fis-1681	78	17	depth	depth	NOUN
fis-1681	78	18	ratio	ratio	NOUN
fis-1681	78	19	has	have	VERB
fis-1681	78	20	an	an	DET
fis-1681	78	21	effect	effect	NOUN
fis-1681	78	22	on	on	ADP
fis-1681	78	23	the	the	DET
fis-1681	78	24	fracture	fracture	ADJ
fis-1681	78	25	toughness	toughness	NOUN
fis-1681	78	26	of	of	ADP
fis-1681	78	27	ordinary	ordinary	ADJ
fis-1681	78	28	concrete	concrete	NOUN
fis-1681	78	29	and	and	CCONJ
fis-1681	78	30	rcc	rcc	NOUN
fis-1681	78	31	,	,	PUNCT
fis-1681	78	32	but	but	CCONJ
fis-1681	78	33	there	there	PRON
fis-1681	78	34	are	be	VERB
fis-1681	78	35	also	also	ADV
fis-1681	78	36	differences	difference	NOUN
fis-1681	78	37	.	.	PUNCT
fis-1681	79	1	the	the	DET
fis-1681	79	2	fracture	fracture	ADJ
fis-1681	79	3	toughness	toughness	NOUN
fis-1681	79	4	of	of	ADP
fis-1681	79	5	ordinary	ordinary	ADJ
fis-1681	79	6	concrete	concrete	ADJ
fis-1681	79	7	decreases	decrease	NOUN
fis-1681	79	8	as	as	ADP
fis-1681	79	9	crack	crack	NOUN
fis-1681	79	10	-	-	PUNCT
fis-1681	79	11	depth	depth	NOUN
fis-1681	79	12	ratio	ratio	NOUN
fis-1681	79	13	increases	increase	NOUN
fis-1681	79	14	,	,	PUNCT
fis-1681	79	15	and	and	CCONJ
fis-1681	79	16	this	this	DET
fis-1681	79	17	principle	principle	NOUN
fis-1681	79	18	is	be	AUX
fis-1681	79	19	basically	basically	ADV
fis-1681	79	20	suitable	suitable	ADJ
fis-1681	79	21	for	for	ADP
fis-1681	79	22	crr	crr	PROPN
fis-1681	79	23	.	.	PUNCT
fis-1681	80	1	discussion	discussion	PROPN
fis-1681	80	2	t	t	PROPN
fis-1681	80	3	is	be	AUX
fis-1681	80	4	summarized	summarize	VERB
fis-1681	80	5	from	from	ADP
fis-1681	80	6	analysis	analysis	NOUN
fis-1681	80	7	of	of	ADP
fis-1681	80	8	fracture	fracture	NOUN
fis-1681	80	9	test	test	NOUN
fis-1681	80	10	results	result	NOUN
fis-1681	80	11	of	of	ADP
fis-1681	80	12	rcc	rcc	PROPN
fis-1681	80	13	and	and	CCONJ
fis-1681	80	14	ordinary	ordinary	ADJ
fis-1681	80	15	concrete	concrete	ADJ
fis-1681	80	16	wedge	wedge	NOUN
fis-1681	80	17	-	-	PUNCT
fis-1681	80	18	splitting	splitting	NOUN
fis-1681	80	19	specimens	specimen	NOUN
fis-1681	80	20	that	that	SCONJ
fis-1681	80	21	double	double	ADJ
fis-1681	80	22	-	-	PUNCT
fis-1681	80	23	k	k	NOUN
fis-1681	80	24	fracture	fracture	NOUN
fis-1681	80	25	criterion	criterion	NOUN
fis-1681	80	26	may	may	AUX
fis-1681	80	27	have	have	AUX
fis-1681	80	28	some	some	DET
fis-1681	80	29	differences	difference	NOUN
fis-1681	80	30	although	although	SCONJ
fis-1681	80	31	it	it	PRON
fis-1681	80	32	is	be	AUX
fis-1681	80	33	simple	simple	ADJ
fis-1681	80	34	,	,	PUNCT
fis-1681	80	35	practical	practical	ADJ
fis-1681	80	36	and	and	CCONJ
fis-1681	80	37	without	without	ADP
fis-1681	80	38	human	human	ADJ
fis-1681	80	39	distractions	distraction	NOUN
fis-1681	80	40	.	.	PUNCT
fis-1681	81	1	concrete	concrete	ADJ
fis-1681	81	2	fracture	fracture	ADJ
fis-1681	81	3	toughness	toughness	NOUN
fis-1681	81	4	has	have	VERB
fis-1681	81	5	size	size	NOUN
fis-1681	81	6	effect	effect	NOUN
fis-1681	81	7	,	,	PUNCT
fis-1681	81	8	that	that	PRON
fis-1681	81	9	is	be	AUX
fis-1681	81	10	to	to	PART
fis-1681	81	11	say	say	VERB
fis-1681	81	12	,	,	PUNCT
fis-1681	81	13	concrete	concrete	ADJ
fis-1681	81	14	fracture	fracture	ADJ
fis-1681	81	15	toughness	toughness	NOUN
fis-1681	81	16	increases	increase	NOUN
fis-1681	81	17	as	as	ADP
fis-1681	81	18	size	size	NOUN
fis-1681	81	19	of	of	ADP
fis-1681	81	20	specimen	speciman	NOUN
fis-1681	81	21	increases	increase	NOUN
fis-1681	81	22	;	;	PUNCT
fis-1681	81	23	besides	besides	ADV
fis-1681	81	24	,	,	PUNCT
fis-1681	81	25	crack	crack	NOUN
fis-1681	81	26	-	-	PUNCT
fis-1681	81	27	depth	depth	NOUN
fis-1681	81	28	ratio	ratio	NOUN
fis-1681	81	29	affects	affect	VERB
fis-1681	81	30	concrete	concrete	ADJ
fis-1681	81	31	fracture	fracture	ADJ
fis-1681	81	32	toughness	toughness	NOUN
fis-1681	81	33	to	to	ADP
fis-1681	81	34	some	some	DET
fis-1681	81	35	extent	extent	NOUN
fis-1681	81	36	,	,	PUNCT
fis-1681	81	37	but	but	CCONJ
fis-1681	81	38	the	the	DET
fis-1681	81	39	influences	influence	NOUN
fis-1681	81	40	are	be	AUX
fis-1681	81	41	not	not	PART
fis-1681	81	42	all	all	ADV
fis-1681	81	43	consistent	consistent	ADJ
fis-1681	81	44	.	.	PUNCT
fis-1681	82	1	change	change	NOUN
fis-1681	82	2	rules	rule	NOUN
fis-1681	82	3	of	of	ADP
fis-1681	82	4	unstable	unstable	ADJ
fis-1681	82	5	fracture	fracture	ADJ
fis-1681	82	6	toughness	toughness	NOUN
fis-1681	82	7	of	of	ADP
fis-1681	82	8	ordinary	ordinary	ADJ
fis-1681	82	9	concrete	concrete	NOUN
fis-1681	82	10	and	and	CCONJ
fis-1681	82	11	rcc	rcc	PROPN
fis-1681	82	12	are	be	AUX
fis-1681	82	13	basically	basically	ADV
fis-1681	82	14	the	the	DET
fis-1681	82	15	same	same	ADJ
fis-1681	82	16	,	,	PUNCT
fis-1681	82	17	and	and	CCONJ
fis-1681	82	18	crack	crack	NOUN
fis-1681	82	19	-	-	PUNCT
fis-1681	82	20	depth	depth	NOUN
fis-1681	82	21	ratio	ratio	NOUN
fis-1681	82	22	plays	play	VERB
fis-1681	82	23	a	a	DET
fis-1681	82	24	role	role	NOUN
fis-1681	82	25	in	in	ADP
fis-1681	82	26	fracture	fracture	ADJ
fis-1681	82	27	toughness	toughness	NOUN
fis-1681	82	28	of	of	ADP
fis-1681	82	29	ordinary	ordinary	ADJ
fis-1681	82	30	concrete	concrete	NOUN
fis-1681	82	31	and	and	CCONJ
fis-1681	82	32	rcc	rcc	NOUN
fis-1681	82	33	,	,	PUNCT
fis-1681	82	34	but	but	CCONJ
fis-1681	82	35	not	not	PART
fis-1681	82	36	identical	identical	ADJ
fis-1681	82	37	.	.	PUNCT
fis-1681	83	1	the	the	DET
fis-1681	83	2	rule	rule	NOUN
fis-1681	83	3	to	to	ADP
fis-1681	83	4	ordinary	ordinary	ADJ
fis-1681	83	5	concrete	concrete	NOUN
fis-1681	83	6	is	be	AUX
fis-1681	83	7	that	that	SCONJ
fis-1681	83	8	concrete	concrete	ADJ
fis-1681	83	9	fracture	fracture	ADJ
fis-1681	83	10	toughness	toughness	NOUN
fis-1681	83	11	is	be	AUX
fis-1681	83	12	reduced	reduce	VERB
fis-1681	83	13	with	with	ADP
fis-1681	83	14	the	the	DET
fis-1681	83	15	increase	increase	NOUN
fis-1681	83	16	of	of	ADP
fis-1681	83	17	crack	crack	NOUN
fis-1681	83	18	-	-	PUNCT
fis-1681	83	19	depth	depth	NOUN
fis-1681	83	20	ratio	ratio	NOUN
fis-1681	83	21	,	,	PUNCT
fis-1681	83	22	and	and	CCONJ
fis-1681	83	23	the	the	DET
fis-1681	83	24	rule	rule	NOUN
fis-1681	83	25	to	to	ADP
fis-1681	83	26	rcc	rcc	PROPN
fis-1681	83	27	partially	partially	ADV
fis-1681	83	28	conforms	conform	VERB
fis-1681	83	29	to	to	ADP
fis-1681	83	30	ordinary	ordinary	ADJ
fis-1681	83	31	concrete	concrete	ADJ
fis-1681	83	32	rule	rule	NOUN
fis-1681	83	33	.	.	PUNCT
fis-1681	84	1	in	in	ADP
fis-1681	84	2	addition	addition	NOUN
fis-1681	84	3	,	,	PUNCT
fis-1681	84	4	crack	crack	NOUN
fis-1681	84	5	-	-	PUNCT
fis-1681	84	6	depth	depth	NOUN
fis-1681	84	7	ratio	ratio	NOUN
fis-1681	84	8	of	of	ADP
fis-1681	84	9	specimen	speciman	NOUN
fis-1681	84	10	also	also	ADV
fis-1681	84	11	has	have	VERB
fis-1681	84	12	a	a	DET
fis-1681	84	13	great	great	ADJ
fis-1681	84	14	influence	influence	NOUN
fis-1681	84	15	on	on	ADP
fis-1681	84	16	fracture	fracture	ADJ
fis-1681	84	17	toughness	toughness	NOUN
fis-1681	84	18	,	,	PUNCT
fis-1681	84	19	and	and	CCONJ
fis-1681	84	20	varies	vary	VERB
fis-1681	84	21	non	non	ADJ
fis-1681	84	22	-	-	ADJ
fis-1681	84	23	uniformly	uniformly	ADV
fis-1681	84	24	;	;	PUNCT
fis-1681	84	25	when	when	SCONJ
fis-1681	84	26	0	0	NUM
fis-1681	84	27	/	/	SYM
fis-1681	84	28	0.4a	0.4a	PROPN
fis-1681	84	29	h	h	NOUN
fis-1681	84	30			PROPN
fis-1681	84	31	,	,	PUNCT
fis-1681	84	32	s	s	AUX
fis-1681	84	33	ick	ick	NOUN
fis-1681	84	34	increases	increase	NOUN
fis-1681	84	35	as	as	ADP
fis-1681	84	36	0	0	NUM
fis-1681	84	37	/a	/a	PUNCT
fis-1681	84	38	h	h	NOUN
fis-1681	84	39	rises	rise	NOUN
fis-1681	84	40	;	;	PUNCT
fis-1681	84	41	it	it	PRON
fis-1681	84	42	decreases	decrease	VERB
fis-1681	84	43	as	as	ADP
fis-1681	84	44	0	0	NUM
fis-1681	84	45	/a	/a	PUNCT
fis-1681	84	46	h	h	NOUN
fis-1681	84	47	rises	rise	VERB
fis-1681	84	48	when	when	SCONJ
fis-1681	84	49	0	0	NUM
fis-1681	84	50	/	/	SYM
fis-1681	84	51	0.4a	0.4a	PROPN
fis-1681	84	52	h	h	NOUN
fis-1681	84	53			INTJ
fis-1681	84	54	,	,	PUNCT
fis-1681	84	55	and	and	CCONJ
fis-1681	84	56	reaches	reach	VERB
fis-1681	84	57	maximum	maximum	ADJ
fis-1681	84	58	when	when	SCONJ
fis-1681	84	59	0	0	NUM
fis-1681	84	60	/	/	SYM
fis-1681	84	61	0.4a	0.4a	PROPN
fis-1681	84	62	h	h	NOUN
fis-1681	84	63			NOUN
fis-1681	84	64	,	,	PUNCT
fis-1681	84	65	i.e.	i.e.	X
fis-1681	84	66	,	,	PUNCT
fis-1681	84	67	unstable	unstable	ADJ
fis-1681	84	68	value	value	NOUN
fis-1681	84	69	.	.	PUNCT
fis-1681	85	1	references	reference	NOUN
fis-1681	85	2	[	[	X
fis-1681	85	3	1	1	NUM
fis-1681	85	4	]	]	X
fis-1681	85	5	mingyong	mingyong	PROPN
fis-1681	85	6	,	,	PUNCT
fis-1681	85	7	c.	c.	PROPN
fis-1681	85	8	,	,	PUNCT
fis-1681	85	9	the	the	DET
fis-1681	85	10	application	application	NOUN
fis-1681	85	11	of	of	ADP
fis-1681	85	12	fractal	fractal	ADJ
fis-1681	85	13	theory	theory	NOUN
fis-1681	85	14	in	in	ADP
fis-1681	85	15	rock	rock	NOUN
fis-1681	85	16	material	material	NOUN
fis-1681	85	17	damage	damage	NOUN
fis-1681	85	18	,	,	PUNCT
fis-1681	85	19	j.	j.	PROPN
fis-1681	85	20	sci	sci	PROPN
fis-1681	85	21	.	.	PROPN
fis-1681	85	22	,	,	PUNCT
fis-1681	85	23	36	36	NUM
fis-1681	85	24	(	(	PUNCT
fis-1681	85	25	2007	2007	NUM
fis-1681	85	26	)	)	PUNCT
fis-1681	85	27	64	64	NUM
fis-1681	85	28	.	.	PUNCT
fis-1681	86	1	[	[	X
fis-1681	86	2	2	2	NUM
fis-1681	86	3	]	]	X
fis-1681	86	4	zuyi	zuyi	NOUN
fis-1681	86	5	,	,	PUNCT
fis-1681	86	6	c.	c.	NOUN
fis-1681	86	7	,	,	PUNCT
fis-1681	86	8	lihong	lihong	PROPN
fis-1681	86	9	,	,	PUNCT
fis-1681	86	10	c.	c.	NOUN
fis-1681	86	11	,	,	PUNCT
fis-1681	86	12	discussions	discussion	NOUN
fis-1681	86	13	on	on	ADP
fis-1681	86	14	the	the	DET
fis-1681	86	15	wedge	wedge	NOUN
fis-1681	86	16	stability	stability	NOUN
fis-1681	86	17	analysis	analysis	NOUN
fis-1681	86	18	method	method	NOUN
fis-1681	86	19	specified	specify	VERB
fis-1681	86	20	in	in	ADP
fis-1681	86	21	the	the	DET
fis-1681	86	22	gravity	gravity	NOUN
fis-1681	86	23	dam	dam	NOUN
fis-1681	86	24	design	design	NOUN
fis-1681	86	25	code	code	PROPN
fis-1681	86	26	,	,	PUNCT
fis-1681	86	27	j.	j.	PROPN
fis-1681	86	28	journal	journal	PROPN
fis-1681	86	29	of	of	ADP
fis-1681	86	30	hydroelectric	hydroelectric	ADJ
fis-1681	86	31	engineering	engineering	NOUN
fis-1681	86	32	,	,	PUNCT
fis-1681	86	33	2	2	NUM
fis-1681	86	34	(	(	PUNCT
fis-1681	86	35	2002	2002	NUM
fis-1681	86	36	)	)	PUNCT
fis-1681	86	37	101	101	NUM
fis-1681	86	38	-	-	SYM
fis-1681	86	39	108	108	NUM
fis-1681	86	40	.	.	PUNCT
fis-1681	86	41	doi:10.3969	doi:10.3969	NOUN
fis-1681	86	42	/	/	SYM
fis-1681	86	43	j.issn.1003	j.issn.1003	NOUN
fis-1681	86	44	-	-	PROPN
fis-1681	86	45	1243.2002.02.014	1243.2002.02.014	PRON
fis-1681	86	46	.	.	PUNCT
fis-1681	87	1	[	[	X
fis-1681	87	2	3	3	NUM
fis-1681	87	3	]	]	X
fis-1681	87	4	zhimin	zhimin	PROPN
fis-1681	87	5	,	,	PUNCT
fis-1681	87	6	w.	w.	PROPN
fis-1681	87	7	,	,	PUNCT
fis-1681	87	8	shilang	shilang	PROPN
fis-1681	87	9	,	,	PUNCT
fis-1681	87	10	x.	x.	PROPN
fis-1681	87	11	,	,	PUNCT
fis-1681	87	12	jinlai	jinlai	PROPN
fis-1681	87	13	,	,	PUNCT
fis-1681	87	14	w.	w.	PROPN
fis-1681	87	15	,	,	PUNCT
fis-1681	87	16	double	double	ADJ
fis-1681	87	17	-	-	PUNCT
fis-1681	87	18	k	k	PROPN
fis-1681	87	19	fracture	fracture	NOUN
fis-1681	87	20	parameters	parameter	NOUN
fis-1681	87	21	based	base	VERB
fis-1681	87	22	on	on	ADP
fis-1681	87	23	the	the	DET
fis-1681	87	24	fictitious	fictitious	ADJ
fis-1681	87	25	crack	crack	NOUN
fis-1681	87	26	model	model	NOUN
fis-1681	87	27	,	,	PUNCT
fis-1681	87	28	in	in	ADP
fis-1681	87	29	:	:	PUNCT
fis-1681	87	30	the	the	DET
fis-1681	87	31	1st	1st	ADJ
fis-1681	87	32	international	international	ADJ
fis-1681	87	33	joint	joint	ADJ
fis-1681	87	34	symposium	symposium	NOUN
fis-1681	87	35	between	between	ADP
fis-1681	87	36	chuangnam	chuangnam	PROPN
fis-1681	87	37	national	national	PROPN
fis-1681	87	38	university	university	PROPN
fis-1681	87	39	and	and	CCONJ
fis-1681	87	40	dalian	dalian	PROPN
fis-1681	87	41	university	university	PROPN
fis-1681	87	42	of	of	ADP
fis-1681	87	43	technology	technology	PROPN
fis-1681	87	44	,	,	PUNCT
fis-1681	87	45	korea	korea	PROPN
fis-1681	87	46	,	,	PUNCT
fis-1681	87	47	111	111	NUM
fis-1681	87	48	(	(	PUNCT
fis-1681	87	49	1998	1998	NUM
fis-1681	87	50	)	)	PUNCT
fis-1681	87	51	29	29	NUM
fis-1681	87	52	-	-	SYM
fis-1681	87	53	34	34	NUM
fis-1681	87	54	.	.	PUNCT
fis-1681	88	1	doi:10.3321	doi:10.3321	PROPN
fis-1681	88	2	/	/	SYM
fis-1681	88	3	j.issn:1000	j.issn:1000	PROPN
fis-1681	88	4	-	-	PUNCT
fis-1681	88	5	8608.2000.03.027	8608.2000.03.027	NUM
fis-1681	88	6	.	.	PUNCT
fis-1681	89	1	[	[	X
fis-1681	89	2	4	4	NUM
fis-1681	89	3	]	]	X
fis-1681	89	4	zhimin	zhimin	PROPN
fis-1681	89	5	,	,	PUNCT
fis-1681	89	6	w.	w.	PROPN
fis-1681	89	7	,	,	PUNCT
fis-1681	89	8	shilang	shilang	PROPN
fis-1681	89	9	,	,	PUNCT
fis-1681	89	10	x.	x.	PROPN
fis-1681	89	11	,	,	PUNCT
fis-1681	89	12	xijing	xijing	PROPN
fis-1681	89	13	,	,	PUNCT
fis-1681	89	14	l.	l.	PROPN
fis-1681	89	15	,	,	PUNCT
fis-1681	89	16	influence	influence	NOUN
fis-1681	89	17	of	of	ADP
fis-1681	89	18	initial	initial	ADJ
fis-1681	89	19	crack	crack	NOUN
fis-1681	89	20	-	-	PUNCT
fis-1681	89	21	depth	depth	NOUN
fis-1681	89	22	ratio	ratio	NOUN
fis-1681	89	23	of	of	ADP
fis-1681	89	24	specimen	speciman	NOUN
fis-1681	89	25	on	on	ADP
fis-1681	89	26	silicon	silicon	NOUN
fis-1681	89	27	double	double	ADJ
fis-1681	89	28	-	-	PUNCT
fis-1681	89	29	k	k	PROPN
fis-1681	89	30	fracture	fracture	PROPN
fis-1681	89	31	parameters	parameter	NOUN
fis-1681	89	32	,	,	PUNCT
fis-1681	89	33	j.	j.	PROPN
fis-1681	89	34	journal	journal	PROPN
fis-1681	89	35	of	of	ADP
fis-1681	89	36	hydraulic	hydraulic	PROPN
fis-1681	89	37	engineering	engineering	NOUN
fis-1681	89	38	,	,	PUNCT
fis-1681	89	39	4	4	NUM
fis-1681	89	40	(	(	PUNCT
fis-1681	89	41	2000	2000	NUM
fis-1681	89	42	)	)	PUNCT
fis-1681	89	43	35	35	NUM
fis-1681	89	44	-	-	SYM
fis-1681	89	45	39	39	NUM
fis-1681	89	46	.	.	PUNCT
fis-1681	89	47	doi:10.3321	doi:10.3321	PROPN
fis-1681	89	48	/	/	SYM
fis-1681	89	49	j.issn:0559	j.issn:0559	NOUN
fis-1681	89	50	-	-	PUNCT
fis-1681	89	51	9350.2000.04.007	9350.2000.04.007	ADJ
fis-1681	89	52	.	.	PUNCT
fis-1681	90	1	[	[	X
fis-1681	90	2	5	5	NUM
fis-1681	90	3	]	]	X
fis-1681	90	4	zhimin	zhimin	PROPN
fis-1681	90	5	,	,	PUNCT
fis-1681	90	6	w.	w.	PROPN
fis-1681	90	7	,	,	PUNCT
fis-1681	90	8	shilang	shilang	PROPN
fis-1681	90	9	,	,	PUNCT
fis-1681	90	10	x.	x.	PROPN
fis-1681	90	11	,	,	PUNCT
fis-1681	90	12	jinlai	jinlai	PROPN
fis-1681	90	13	,	,	PUNCT
fis-1681	90	14	w.	w.	PROPN
fis-1681	90	15	,	,	PUNCT
fis-1681	90	16	research	research	NOUN
fis-1681	90	17	on	on	ADP
fis-1681	90	18	concrete	concrete	ADJ
fis-1681	90	19	double	double	ADJ
fis-1681	90	20	-	-	PUNCT
fis-1681	90	21	k	k	NOUN
fis-1681	90	22	fracture	fracture	NOUN
fis-1681	90	23	parameters	parameter	NOUN
fis-1681	90	24	and	and	CCONJ
fis-1681	90	25	its	its	PRON
fis-1681	90	26	size	size	NOUN
fis-1681	90	27	effect	effect	NOUN
fis-1681	90	28	with	with	ADP
fis-1681	90	29	threepoint	threepoint	NOUN
fis-1681	90	30	bending	bend	VERB
fis-1681	90	31	beam	beam	NOUN
fis-1681	90	32	,	,	PUNCT
fis-1681	90	33	j.	j.	PROPN
fis-1681	90	34	journal	journal	PROPN
fis-1681	90	35	of	of	ADP
fis-1681	90	36	hydroelectric	hydroelectric	ADJ
fis-1681	90	37	engineering	engineering	NOUN
fis-1681	90	38	,	,	PUNCT
fis-1681	90	39	4	4	NUM
fis-1681	90	40	(	(	PUNCT
fis-1681	90	41	2000	2000	NUM
fis-1681	90	42	)	)	PUNCT
fis-1681	90	43	16	16	NUM
fis-1681	90	44	-	-	SYM
fis-1681	90	45	23	23	NUM
fis-1681	90	46	.	.	PUNCT
fis-1681	91	1	doi:10.3969	doi:10.3969	NOUN
fis-1681	91	2	/	/	SYM
fis-1681	91	3	j.issn.1003	j.issn.1003	NOUN
fis-1681	91	4	-	-	NOUN
fis-1681	91	5	1243.2000.04.002	1243.2000.04.002	NUM
fis-1681	91	6	.	.	PUNCT
fis-1681	92	1	[	[	X
fis-1681	92	2	6	6	NUM
fis-1681	92	3	]	]	X
fis-1681	92	4	zhimin	zhimin	PROPN
fis-1681	92	5	,	,	PUNCT
fis-1681	92	6	w.	w.	PROPN
fis-1681	92	7	,	,	PUNCT
fis-1681	92	8	shilang	shilang	PROPN
fis-1681	92	9	,	,	PUNCT
fis-1681	92	10	x.	x.	PROPN
fis-1681	92	11	,	,	PUNCT
fis-1681	92	12	shenggen	shenggen	NOUN
fis-1681	92	13	,	,	PUNCT
fis-1681	92	14	d.	d.	PROPN
fis-1681	92	15	,	,	PUNCT
fis-1681	92	16	xijing	xijing	PROPN
fis-1681	92	17	,	,	PUNCT
fis-1681	92	18	l.	l.	PROPN
fis-1681	92	19	,	,	PUNCT
fis-1681	92	20	yining	yining	PROPN
fis-1681	92	21	,	,	PUNCT
fis-1681	92	22	d.	d.	PROPN
fis-1681	92	23	,	,	PUNCT
fis-1681	92	24	jiayi	jiayi	PROPN
fis-1681	92	25	,	,	PUNCT
fis-1681	92	26	l.	l.	PROPN
fis-1681	92	27	,	,	PUNCT
fis-1681	92	28	the	the	DET
fis-1681	92	29	double	double	ADJ
fis-1681	92	30	-	-	PUNCT
fis-1681	92	31	k	k	NOUN
fis-1681	92	32	fracture	fracture	NOUN
fis-1681	92	33	parameter	parameter	NOUN
fis-1681	92	34	of	of	ADP
fis-1681	92	35	concrete	concrete	NOUN
fis-1681	92	36	for	for	ADP
fis-1681	92	37	non	non	ADJ
fis-1681	92	38	-	-	ADJ
fis-1681	92	39	standard	standard	ADJ
fis-1681	92	40	three	three	NUM
fis-1681	92	41	-	-	PUNCT
fis-1681	92	42	point	point	NOUN
fis-1681	92	43	bending	bend	VERB
fis-1681	92	44	beam	beam	NOUN
fis-1681	92	45	specimens	specimen	NOUN
fis-1681	92	46	,	,	PUNCT
fis-1681	92	47	j.	j.	PROPN
fis-1681	92	48	engineering	engineering	PROPN
fis-1681	92	49	science	science	PROPN
fis-1681	92	50	,	,	PUNCT
fis-1681	92	51	3	3	NUM
fis-1681	92	52	(	(	PUNCT
fis-1681	92	53	2001	2001	NUM
fis-1681	92	54	)	)	PUNCT
fis-1681	92	55	76	76	NUM
fis-1681	92	56	-	-	SYM
fis-1681	92	57	81	81	NUM
fis-1681	92	58	.	.	PUNCT
fis-1681	93	1	[	[	X
fis-1681	93	2	7	7	NUM
fis-1681	93	3	]	]	X
fis-1681	93	4	shaowei	shaowei	NOUN
fis-1681	93	5	,	,	PUNCT
fis-1681	93	6	h.	h.	PROPN
fis-1681	93	7	,	,	PUNCT
fis-1681	93	8	zhengxiang	zhengxiang	PROPN
fis-1681	93	9	,	,	PUNCT
fis-1681	93	10	m.	m.	NOUN
fis-1681	93	11	,	,	PUNCT
fis-1681	93	12	experimental	experimental	ADJ
fis-1681	93	13	study	study	NOUN
fis-1681	93	14	on	on	ADP
fis-1681	93	15	double	double	ADJ
fis-1681	93	16	-	-	PUNCT
fis-1681	93	17	k	k	PROPN
fis-1681	93	18	fracture	fracture	PROPN
fis-1681	93	19	characteristics	characteristic	NOUN
fis-1681	93	20	of	of	ADP
fis-1681	93	21	standard	standard	ADJ
fis-1681	93	22	reinforced	reinforce	VERB
fis-1681	93	23	concrete	concrete	ADJ
fis-1681	93	24	three	three	NUM
fis-1681	93	25	-	-	PUNCT
fis-1681	93	26	point	point	NOUN
fis-1681	93	27	beam	beam	NOUN
fis-1681	93	28	,	,	PUNCT
fis-1681	93	29	j.	j.	PROPN
fis-1681	93	30	journal	journal	PROPN
fis-1681	93	31	of	of	ADP
fis-1681	93	32	building	building	NOUN
fis-1681	93	33	structures	structure	NOUN
fis-1681	93	34	,	,	PUNCT
fis-1681	93	35	34(3	34(3	NUM
fis-1681	93	36	)	)	PUNCT
fis-1681	93	37	(	(	PUNCT
fis-1681	93	38	2013	2013	NUM
fis-1681	93	39	)	)	PUNCT
fis-1681	93	40	152	152	NUM
fis-1681	93	41	-	-	SYM
fis-1681	93	42	157	157	NUM
fis-1681	93	43	.	.	PUNCT
fis-1681	94	1	[	[	X
fis-1681	94	2	8	8	NUM
fis-1681	94	3	]	]	X
fis-1681	94	4	shilang	shilang	PROPN
fis-1681	94	5	,	,	PUNCT
fis-1681	94	6	x.	x.	PROPN
fis-1681	94	7	,	,	PUNCT
fis-1681	94	8	hougui	hougui	PROPN
fis-1681	94	9	,	,	PUNCT
fis-1681	94	10	z.	z.	PROPN
fis-1681	94	11	,	,	PUNCT
fis-1681	94	12	hongbo	hongbo	PROPN
fis-1681	94	13	,	,	PUNCT
fis-1681	94	14	g.	g.	PROPN
fis-1681	94	15	,	,	PUNCT
fis-1681	94	16	shouyang	shouyang	PROPN
fis-1681	94	17	,	,	PUNCT
fis-1681	94	18	z.	z.	PROPN
fis-1681	94	19	,	,	PUNCT
fis-1681	94	20	an	an	DET
fis-1681	94	21	experimental	experimental	ADJ
fis-1681	94	22	study	study	NOUN
fis-1681	94	23	on	on	ADP
fis-1681	94	24	double	double	ADJ
fis-1681	94	25	-	-	PUNCT
fis-1681	94	26	k	k	PROPN
fis-1681	94	27	fracture	fracture	NOUN
fis-1681	94	28	parameters	parameter	NOUN
fis-1681	94	29	of	of	ADP
fis-1681	94	30	concrete	concrete	NOUN
fis-1681	94	31	for	for	ADP
fis-1681	94	32	dam	dam	NOUN
fis-1681	94	33	construction	construction	NOUN
fis-1681	94	34	with	with	ADP
fis-1681	94	35	various	various	ADJ
fis-1681	94	36	grading	grade	VERB
fis-1681	94	37	aggregates	aggregate	NOUN
fis-1681	94	38	,	,	PUNCT
fis-1681	94	39	j.	j.	PROPN
fis-1681	94	40	china	china	PROPN
fis-1681	94	41	civil	civil	PROPN
fis-1681	94	42	engineering	engineering	PROPN
fis-1681	94	43	journal	journal	NOUN
fis-1681	94	44	,	,	PUNCT
fis-1681	94	45	39(11	39(11	NUM
fis-1681	94	46	)	)	PUNCT
fis-1681	94	47	(	(	PUNCT
fis-1681	94	48	2006	2006	NUM
fis-1681	94	49	)	)	PUNCT
fis-1681	94	50	5062	5062	NUM
fis-1681	94	51	.	.	PUNCT
fis-1681	95	1	[	[	X
fis-1681	95	2	9	9	NUM
fis-1681	95	3	]	]	SYM
fis-1681	95	4	xiufang	xiufang	PROPN
fis-1681	95	5	,	,	PUNCT
fis-1681	95	6	z.	z.	PROPN
fis-1681	95	7	,	,	PUNCT
fis-1681	95	8	shilang	shilang	PROPN
fis-1681	95	9	,	,	PUNCT
fis-1681	95	10	x.	x.	PROPN
fis-1681	95	11	,	,	PUNCT
fis-1681	95	12	hongbo	hongbo	PROPN
fis-1681	95	13	,	,	PUNCT
fis-1681	95	14	g.	g.	PROPN
fis-1681	95	15	,	,	PUNCT
fis-1681	95	16	superposition	superposition	NOUN
fis-1681	95	17	calculation	calculation	NOUN
fis-1681	95	18	of	of	ADP
fis-1681	95	19	double	double	ADJ
fis-1681	95	20	-	-	PUNCT
fis-1681	95	21	k	k	PROPN
fis-1681	95	22	fracture	fracture	NOUN
fis-1681	95	23	parameters	parameter	NOUN
fis-1681	95	24	of	of	ADP
fis-1681	95	25	concrete	concrete	ADJ
fis-1681	95	26	using	use	VERB
fis-1681	95	27	wedge	wedge	NOUN
fis-1681	95	28	splitting	splitting	NOUN
fis-1681	95	29	geometry	geometry	NOUN
fis-1681	95	30	and	and	CCONJ
fis-1681	95	31	boundary	boundary	ADJ
fis-1681	95	32	effect	effect	NOUN
fis-1681	95	33	,	,	PUNCT
fis-1681	95	34	j.	j.	PROPN
fis-1681	95	35	journal	journal	PROPN
fis-1681	95	36	of	of	ADP
fis-1681	95	37	dalian	dalian	PROPN
fis-1681	95	38	university	university	PROPN
fis-1681	95	39	of	of	ADP
fis-1681	95	40	technology	technology	NOUN
fis-1681	95	41	,	,	PUNCT
fis-1681	95	42	46(6	46(6	NOUN
fis-1681	95	43	)	)	PUNCT
fis-1681	95	44	(	(	PUNCT
fis-1681	95	45	2006	2006	NUM
fis-1681	95	46	)	)	PUNCT
fis-1681	95	47	867	867	NUM
fis-1681	95	48	-	-	SYM
fis-1681	95	49	874	874	NUM
fis-1681	95	50	.	.	PUNCT
fis-1681	96	1	[	[	X
fis-1681	96	2	10	10	NUM
fis-1681	96	3	]	]	PUNCT
fis-1681	96	4	weilian	weilian	NOUN
fis-1681	96	5	,	,	PUNCT
fis-1681	96	6	q.	q.	PROPN
fis-1681	96	7	,	,	PUNCT
fis-1681	96	8	lijun	lijun	PROPN
fis-1681	96	9	,	,	PUNCT
fis-1681	96	10	l.	l.	PROPN
fis-1681	96	11	,	,	PUNCT
fis-1681	96	12	ming	ming	PROPN
fis-1681	96	13	,	,	PUNCT
fis-1681	96	14	l.	l.	PROPN
fis-1681	96	15	,	,	PUNCT
fis-1681	96	16	calculation	calculation	NOUN
fis-1681	96	17	of	of	ADP
fis-1681	96	18	the	the	DET
fis-1681	96	19	maximum	maximum	ADJ
fis-1681	96	20	stress	stress	NOUN
fis-1681	96	21	intensity	intensity	NOUN
fis-1681	96	22	factor	factor	NOUN
fis-1681	96	23	of	of	ADP
fis-1681	96	24	3	3	NUM
fis-1681	96	25	-	-	PUNCT
fis-1681	96	26	d	d	NOUN
fis-1681	96	27	fatigue	fatigue	NOUN
fis-1681	96	28	crack	crack	NOUN
fis-1681	96	29	in	in	ADP
fis-1681	96	30	engineering	engineering	NOUN
fis-1681	96	31	structures	structure	NOUN
fis-1681	96	32	,	,	PUNCT
fis-1681	96	33	j.	j.	PROPN
fis-1681	96	34	earthquake	earthquake	PROPN
fis-1681	96	35	engineering	engineering	NOUN
fis-1681	96	36	and	and	CCONJ
fis-1681	96	37	engineering	engineering	NOUN
fis-1681	96	38	vibration	vibration	NOUN
fis-1681	96	39	,	,	PUNCT
fis-1681	96	40	27(6	27(6	NUM
fis-1681	96	41	)	)	PUNCT
fis-1681	96	42	(	(	PUNCT
fis-1681	96	43	2007	2007	NUM
fis-1681	96	44	)	)	PUNCT
fis-1681	96	45	58	58	NUM
fis-1681	96	46	-	-	SYM
fis-1681	96	47	63	63	NUM
fis-1681	96	48	.	.	PUNCT
fis-1681	97	1	[	[	X
fis-1681	97	2	11	11	NUM
fis-1681	97	3	]	]	X
fis-1681	97	4	dongfeng	dongfeng	PROPN
fis-1681	97	5	,	,	PUNCT
fis-1681	97	6	l.	l.	PROPN
fis-1681	97	7	,	,	PUNCT
fis-1681	97	8	guoqiang	guoqiang	PROPN
fis-1681	97	9	,	,	PUNCT
fis-1681	97	10	l.	l.	PROPN
fis-1681	97	11	,	,	PUNCT
fis-1681	97	12	research	research	NOUN
fis-1681	97	13	on	on	ADP
fis-1681	97	14	relationship	relationship	NOUN
fis-1681	97	15	between	between	ADP
fis-1681	97	16	stress	stress	NOUN
fis-1681	97	17	intensity	intensity	NOUN
fis-1681	97	18	factor	factor	NOUN
fis-1681	97	19	and	and	CCONJ
fis-1681	97	20	strain	strain	VERB
fis-1681	97	21	energy	energy	NOUN
fis-1681	97	22	releasing	releasing	NOUN
fis-1681	97	23	rate	rate	NOUN
fis-1681	97	24	of	of	ADP
fis-1681	97	25	type	type	NOUN
fis-1681	97	26	ii	ii	PROPN
fis-1681	97	27	crack	crack	NOUN
fis-1681	97	28	,	,	PUNCT
fis-1681	97	29	j.	j.	PROPN
fis-1681	97	30	journal	journal	PROPN
fis-1681	97	31	of	of	ADP
fis-1681	97	32	water	water	NOUN
fis-1681	97	33	resources	resource	NOUN
fis-1681	97	34	architectural	architectural	ADJ
fis-1681	97	35	engineering	engineering	NOUN
fis-1681	97	36	,	,	PUNCT
fis-1681	97	37	11(1	11(1	NUM
fis-1681	97	38	)	)	PUNCT
fis-1681	97	39	(	(	PUNCT
fis-1681	97	40	2013	2013	NUM
fis-1681	97	41	)	)	PUNCT
fis-1681	97	42	184	184	NUM
fis-1681	97	43	-	-	SYM
fis-1681	97	44	186	186	NUM
fis-1681	97	45	.	.	PUNCT
fis-1681	98	1	[	[	X
fis-1681	98	2	12	12	NUM
fis-1681	98	3	]	]	X
fis-1681	98	4	xiangqian	xiangqian	ADJ
fis-1681	98	5	,	,	PUNCT
fis-1681	98	6	f.	f.	PROPN
fis-1681	98	7	,	,	PUNCT
fis-1681	98	8	shaowei	shaowei	PROPN
fis-1681	98	9	,	,	PUNCT
fis-1681	98	10	h.	h.	PROPN
fis-1681	98	11	,	,	PUNCT
fis-1681	98	12	jun	jun	PROPN
fis-1681	98	13	,	,	PUNCT
fis-1681	98	14	l.	l.	PROPN
fis-1681	98	15	,	,	PUNCT
fis-1681	98	16	experimental	experimental	ADJ
fis-1681	98	17	research	research	NOUN
fis-1681	98	18	on	on	ADP
fis-1681	98	19	double	double	ADJ
fis-1681	98	20	-	-	PUNCT
fis-1681	98	21	k	k	NOUN
fis-1681	98	22	fracture	fracture	NOUN
fis-1681	98	23	toughness	toughness	NOUN
fis-1681	98	24	of	of	ADP
fis-1681	98	25	non	non	ADJ
fis-1681	98	26	-	-	ADJ
fis-1681	98	27	standard	standard	ADJ
fis-1681	98	28	threepoint	threepoint	NOUN
fis-1681	98	29	bending	bend	VERB
fis-1681	98	30	concrete	concrete	ADJ
fis-1681	98	31	beam	beam	NOUN
fis-1681	98	32	,	,	PUNCT
fis-1681	98	33	j.	j.	PROPN
fis-1681	98	34	journal	journal	PROPN
fis-1681	98	35	of	of	ADP
fis-1681	98	36	building	building	NOUN
fis-1681	98	37	structures	structure	NOUN
fis-1681	98	38	,	,	PUNCT
fis-1681	98	39	33(10	33(10	NUM
fis-1681	98	40	)	)	PUNCT
fis-1681	98	41	(	(	PUNCT
fis-1681	98	42	2012	2012	NUM
fis-1681	98	43	)	)	PUNCT
fis-1681	98	44	152	152	NUM
fis-1681	98	45	-	-	SYM
fis-1681	98	46	157	157	NUM
fis-1681	98	47	.	.	PUNCT
fis-1681	99	1	[	[	X
fis-1681	99	2	13	13	NUM
fis-1681	99	3	]	]	X
fis-1681	99	4	shilang	shilang	PROPN
fis-1681	99	5	,	,	PUNCT
fis-1681	99	6	x.	x.	PROPN
fis-1681	99	7	,	,	PUNCT
fis-1681	99	8	jianmin	jianmin	PROPN
fis-1681	99	9	,	,	PUNCT
fis-1681	99	10	w.	w.	PROPN
fis-1681	99	11	,	,	PUNCT
fis-1681	99	12	crack	crack	VERB
fis-1681	99	13	propagation	propagation	NOUN
fis-1681	99	14	in	in	ADP
fis-1681	99	15	a	a	DET
fis-1681	99	16	concrete	concrete	ADJ
fis-1681	99	17	dam	dam	NOUN
fis-1681	99	18	under	under	ADP
fis-1681	99	19	water	water	NOUN
fis-1681	99	20	pressure	pressure	NOUN
fis-1681	99	21	and	and	CCONJ
fis-1681	99	22	determination	determination	NOUN
fis-1681	99	23	of	of	ADP
fis-1681	99	24	the	the	DET
fis-1681	99	25	doublek	doublek	ADJ
fis-1681	99	26	fracture	fracture	PROPN
fis-1681	99	27	parameters	parameter	NOUN
fis-1681	99	28	,	,	PUNCT
fis-1681	99	29	j.	j.	PROPN
fis-1681	99	30	china	china	PROPN
fis-1681	99	31	civil	civil	PROPN
fis-1681	99	32	engineering	engineering	PROPN
fis-1681	99	33	journal	journal	NOUN
fis-1681	99	34	,	,	PUNCT
fis-1681	99	35	2	2	NUM
fis-1681	99	36	(	(	PUNCT
fis-1681	99	37	2009	2009	NUM
fis-1681	99	38	)	)	PUNCT
fis-1681	99	39	119	119	NUM
fis-1681	99	40	-	-	SYM
fis-1681	99	41	125	125	NUM
fis-1681	99	42	.	.	PUNCT
fis-1681	100	1	i	i	PRON
fis-1681	100	2	l.	l.	PROPN
fis-1681	100	3	chunjiang	chunjiang	PROPN
fis-1681	100	4	et	et	PROPN
fis-1681	100	5	alii	alii	PROPN
fis-1681	100	6	,	,	PUNCT
fis-1681	100	7	frattura	frattura	PROPN
fis-1681	100	8	ed	ed	PROPN
fis-1681	100	9	integrità	integrità	PROPN
fis-1681	100	10	strutturale	strutturale	PROPN
fis-1681	100	11	,	,	PUNCT
fis-1681	100	12	35	35	NUM
fis-1681	100	13	(	(	PUNCT
fis-1681	100	14	2016	2016	NUM
fis-1681	100	15	)	)	PUNCT
fis-1681	100	16	500	500	NUM
fis-1681	100	17	-	-	SYM
fis-1681	100	18	508	508	NUM
fis-1681	100	19	;	;	PUNCT
fis-1681	100	20	doi	doi	NOUN
fis-1681	100	21	:	:	PUNCT
fis-1681	100	22	10.3221	10.3221	NUM
fis-1681	100	23	/	/	SYM
fis-1681	100	24	igf	igf	NOUN
fis-1681	100	25	-	-	NOUN
fis-1681	100	26	esis.35.56	esis.35.56	NOUN
fis-1681	100	27	508	508	NUM
fis-1681	100	28	[	[	SYM
fis-1681	100	29	14	14	NUM
fis-1681	100	30	]	]	SYM
fis-1681	100	31	xiufang	xiufang	PROPN
fis-1681	100	32	,	,	PUNCT
fis-1681	100	33	z.	z.	PROPN
fis-1681	100	34	,	,	PUNCT
fis-1681	100	35	shilang	shilang	PROPN
fis-1681	100	36	,	,	PUNCT
fis-1681	100	37	x.	x.	PROPN
fis-1681	100	38	,	,	PUNCT
fis-1681	100	39	hongbo	hongbo	PROPN
fis-1681	100	40	,	,	PUNCT
fis-1681	100	41	g.	g.	PROPN
fis-1681	100	42	,	,	PUNCT
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fis-1681	100	44	calculation	calculation	NOUN
fis-1681	100	45	of	of	ADP
fis-1681	100	46	double	double	ADJ
fis-1681	100	47	-	-	PUNCT
fis-1681	100	48	k	k	PROPN
fis-1681	100	49	fracture	fracture	NOUN
fis-1681	100	50	parameters	parameter	NOUN
fis-1681	100	51	of	of	ADP
fis-1681	100	52	concrete	concrete	ADJ
fis-1681	100	53	using	use	VERB
fis-1681	100	54	wedge	wedge	NOUN
fis-1681	100	55	splitting	splitting	NOUN
fis-1681	100	56	geometry	geometry	NOUN
fis-1681	100	57	and	and	CCONJ
fis-1681	100	58	boundary	boundary	ADJ
fis-1681	100	59	effect	effect	NOUN
fis-1681	100	60	,	,	PUNCT
fis-1681	100	61	j.	j.	PROPN
fis-1681	100	62	journal	journal	PROPN
fis-1681	100	63	of	of	ADP
fis-1681	100	64	dalian	dalian	PROPN
fis-1681	100	65	university	university	PROPN
fis-1681	100	66	of	of	ADP
fis-1681	100	67	technology	technology	NOUN
fis-1681	100	68	,	,	PUNCT
fis-1681	100	69	46(6	46(6	NOUN
fis-1681	100	70	)	)	PUNCT
fis-1681	100	71	(	(	PUNCT
fis-1681	100	72	2006	2006	NUM
fis-1681	100	73	)	)	PUNCT
fis-1681	100	74	868	868	NUM
fis-1681	100	75	-	-	SYM
fis-1681	100	76	874	874	NUM
fis-1681	100	77	.	.	PUNCT
fis-1681	101	1	[	[	X
fis-1681	101	2	15	15	NUM
fis-1681	101	3	]	]	X
fis-1681	101	4	aoshuang	aoshuang	PROPN
fis-1681	101	5	,	,	PUNCT
fis-1681	101	6	t.	t.	PROPN
fis-1681	101	7	,	,	PUNCT
fis-1681	101	8	xuezhi	xuezhi	PROPN
fis-1681	101	9	,	,	PUNCT
fis-1681	101	10	w.	w.	PROPN
fis-1681	101	11	,	,	PUNCT
fis-1681	101	12	effect	effect	NOUN
fis-1681	101	13	of	of	ADP
fis-1681	101	14	incision	incision	NOUN
fis-1681	101	15	shapes	shape	NOUN
fis-1681	101	16	of	of	ADP
fis-1681	101	17	prefabricated	prefabricate	VERB
fis-1681	101	18	crack	crack	NOUN
fis-1681	101	19	on	on	ADP
fis-1681	101	20	fracture	fracture	ADJ
fis-1681	101	21	energy	energy	NOUN
fis-1681	101	22	of	of	ADP
fis-1681	101	23	concrete	concrete	ADJ
fis-1681	101	24	wedge	wedge	NOUN
fis-1681	101	25	splitting	splitting	NOUN
fis-1681	101	26	specimens	specimen	NOUN
fis-1681	101	27	,	,	PUNCT
fis-1681	101	28	j.	j.	PROPN
fis-1681	101	29	concrete	concrete	PROPN
fis-1681	101	30	,	,	PUNCT
fis-1681	101	31	8	8	NUM
fis-1681	101	32	(	(	PUNCT
fis-1681	101	33	2011	2011	NUM
fis-1681	101	34	)	)	PUNCT
fis-1681	101	35	67	67	NUM
fis-1681	101	36	-	-	SYM
fis-1681	101	37	69	69	NUM
fis-1681	101	38	.	.	PUNCT
fis-1681	102	1	doi:10.3969	doi:10.3969	NOUN
fis-1681	102	2	/	/	SYM
fis-1681	102	3	j.issn.1002	j.issn.1002	NOUN
fis-1681	102	4	-	-	PUNCT
fis-1681	102	5	3550.2011.08.022	3550.2011.08.022	NOUN
fis-1681	102	6	<	<	X
fis-1681	102	7	<	<	X
fis-1681	102	8	/ascii85encodepages	/ascii85encodepage	NOUN
fis-1681	102	9	false	false	ADJ
fis-1681	102	10	/allowtransparency	/allowtransparency	NOUN
fis-1681	102	11	false	false	ADJ
fis-1681	102	12	/autopositionepsfiles	/autopositionepsfile	NOUN
fis-1681	102	13	true	true	ADJ
fis-1681	102	14	/autorotatepages	/autorotatepage	NOUN
fis-1681	102	15	/none	/none	PUNCT
fis-1681	102	16	/binding	/binding	PUNCT
fis-1681	103	1	/left	/left	ADJ
fis-1681	104	1	/calgrayprofile	/calgrayprofile	VERB
fis-1681	104	2	(	(	PUNCT
fis-1681	104	3	dot	dot	NOUN
fis-1681	104	4	gain	gain	NOUN
fis-1681	104	5	20	20	NUM
fis-1681	104	6	%	%	NOUN
fis-1681	104	7	)	)	PUNCT
fis-1681	104	8	/calrgbprofile	/calrgbprofile	PUNCT
fis-1681	105	1	(	(	PUNCT
fis-1681	105	2	srgb	srgb	PROPN
fis-1681	105	3	iec61966	iec61966	NOUN
fis-1681	105	4	-	-	PUNCT
fis-1681	105	5	2.1	2.1	NUM
fis-1681	105	6	)	)	PUNCT
fis-1681	105	7	/calcmykprofile	/calcmykprofile	PUNCT
fis-1681	106	1	(	(	PUNCT
fis-1681	106	2	u.s	u.s	PROPN
fis-1681	106	3	.	.	PROPN
fis-1681	106	4	web	web	NOUN
fis-1681	106	5	coated	coat	VERB
fis-1681	106	6	\050swop\051	\050swop\051	ADJ
fis-1681	106	7	v2	v2	NOUN
fis-1681	106	8	)	)	PUNCT
fis-1681	106	9	/srgbprofile	/srgbprofile	PUNCT
fis-1681	106	10	(	(	PUNCT
fis-1681	106	11	srgb	srgb	PROPN
fis-1681	106	12	iec61966	iec61966	NOUN
fis-1681	106	13	-	-	PUNCT
fis-1681	106	14	2.1	2.1	NUM
fis-1681	106	15	)	)	PUNCT
fis-1681	106	16	/cannotembedfontpolicy	/cannotembedfontpolicy	PUNCT
fis-1681	107	1	/error	/error	INTJ
fis-1681	107	2	/compatibilitylevel	/compatibilitylevel	NOUN
fis-1681	108	1	1.4	1.4	NUM
fis-1681	108	2	/compressobjects	/compressobject	NOUN
fis-1681	108	3	/tags	/tag	VERB
fis-1681	108	4	/compresspages	/compresspage	NOUN
fis-1681	108	5	true	true	ADJ
fis-1681	108	6	/convertimagestoindexed	/convertimagestoindexed	ADJ
fis-1681	108	7	true	true	ADJ
fis-1681	108	8	/passthroughjpegimages	/passthroughjpegimage	NOUN
fis-1681	108	9	true	true	ADJ
fis-1681	108	10	/createjobticket	/createjobticket	NOUN
fis-1681	108	11	false	false	ADJ
fis-1681	108	12	/defaultrenderingintent	/defaultrenderingintent	NOUN
fis-1681	108	13	/default	/default	PUNCT
fis-1681	108	14	/detectblends	/detectblend	NOUN
fis-1681	108	15	true	true	ADJ
fis-1681	108	16	/detectcurves	/detectcurve	VERB
fis-1681	109	1	0.0000	0.0000	NUM
fis-1681	109	2	/colorconversionstrategy	/colorconversionstrategy	NOUN
fis-1681	109	3	/cmyk	/cmyk	PUNCT
fis-1681	110	1	/dothumbnails	/dothumbnail	VERB
fis-1681	111	1	false	false	ADJ
fis-1681	111	2	/embedallfonts	/embedallfont	NOUN
fis-1681	111	3	true	true	ADJ
fis-1681	111	4	/embedopentype	/embedopentype	PUNCT
fis-1681	111	5	false	false	ADJ
fis-1681	111	6	/parseiccprofilesincomments	/parseiccprofilesincomment	NOUN
fis-1681	111	7	true	true	ADJ
fis-1681	111	8	/embedjoboptions	/embedjoboption	NOUN
fis-1681	111	9	true	true	ADJ
fis-1681	111	10	/dscreportinglevel	/dscreportinglevel	NOUN
fis-1681	111	11	0	0	NUM
fis-1681	111	12	/emitdscwarnings	/emitdscwarning	NOUN
fis-1681	111	13	false	false	ADJ
fis-1681	111	14	/endpage	/endpage	NOUN
fis-1681	111	15	-1	-1	NOUN
fis-1681	111	16	/imagememory	/imagememory	NUM
fis-1681	111	17	1048576	1048576	NUM
fis-1681	111	18	/lockdistillerparams	/lockdistillerparams	NOUN
fis-1681	111	19	false	false	ADJ
fis-1681	111	20	/maxsubsetpct	/maxsubsetpct	ADJ
fis-1681	111	21	100	100	NUM
fis-1681	111	22	/optimize	/optimize	NOUN
fis-1681	111	23	true	true	ADJ
fis-1681	111	24	/opm	/opm	NOUN
fis-1681	111	25	1	1	NUM
fis-1681	111	26	/parsedsccomments	/parsedsccomment	NOUN
fis-1681	111	27	true	true	ADJ
fis-1681	111	28	/parsedsccommentsfordocinfo	/parsedsccommentsfordocinfo	VERB
fis-1681	111	29	true	true	ADJ
fis-1681	111	30	/preservecopypage	/preservecopypage	NOUN
fis-1681	111	31	true	true	ADJ
fis-1681	111	32	/preservedicmykvalues	/preservedicmykvalue	NOUN
fis-1681	111	33	true	true	ADJ
fis-1681	111	34	/preserveepsinfo	/preserveepsinfo	NOUN
fis-1681	111	35	true	true	ADJ
fis-1681	111	36	/preserveflatness	/preserveflatness	NOUN
fis-1681	111	37	true	true	ADJ
fis-1681	111	38	/preservehalftoneinfo	/preservehalftoneinfo	PUNCT
fis-1681	111	39	false	false	ADJ
fis-1681	111	40	/preserveopicomments	/preserveopicomment	NOUN
fis-1681	111	41	true	true	ADJ
fis-1681	111	42	/preserveoverprintsettings	/preserveoverprintsetting	NOUN
fis-1681	111	43	true	true	ADJ
fis-1681	111	44	/startpage	/startpage	NOUN
fis-1681	111	45	1	1	NUM
fis-1681	111	46	/subsetfonts	/subsetfont	NOUN
fis-1681	111	47	true	true	ADJ
fis-1681	111	48	/transferfunctioninfo	/transferfunctioninfo	PUNCT
fis-1681	111	49	/apply	/apply	PUNCT
fis-1681	111	50	/ucrandbginfo	/ucrandbginfo	PUNCT
fis-1681	112	1	/preserve	/preserve	NOUN
fis-1681	112	2	/useprologue	/useprologue	NOUN
fis-1681	112	3	false	false	ADJ
fis-1681	112	4	/colorsettingsfile	/colorsettingsfile	NOUN
fis-1681	112	5	(	(	PUNCT
fis-1681	112	6	)	)	PUNCT
fis-1681	112	7	/alwaysembed	/alwaysembe	VERB
fis-1681	112	8	[	[	PUNCT
fis-1681	112	9	true	true	ADJ
fis-1681	112	10	]	]	PUNCT
fis-1681	112	11	/neverembed	/neverembed	PUNCT
fis-1681	113	1	[	[	PUNCT
fis-1681	113	2	true	true	ADJ
fis-1681	113	3	]	]	PUNCT
fis-1681	113	4	/antialiascolorimages	/antialiascolorimages	X
fis-1681	113	5	false	false	ADJ
fis-1681	113	6	/cropcolorimages	/cropcolorimages	PUNCT
fis-1681	113	7	true	true	ADJ
fis-1681	113	8	/colorimageminresolution	/colorimageminresolution	PUNCT
fis-1681	113	9	300	300	NUM
fis-1681	113	10	/colorimageminresolutionpolicy	/colorimageminresolutionpolicy	NOUN
fis-1681	113	11	/ok	/ok	ADJ
fis-1681	114	1	/downsamplecolorimages	/downsamplecolorimage	VERB
fis-1681	115	1	true	true	ADJ
fis-1681	115	2	/colorimagedownsampletype	/colorimagedownsampletype	PUNCT
fis-1681	115	3	/bicubic	/bicubic	NOUN
fis-1681	115	4	/colorimageresolution	/colorimageresolution	NOUN
fis-1681	116	1	300	300	NUM
fis-1681	116	2	/colorimagedepth	/colorimagedepth	PRON
fis-1681	116	3	-1	-1	INTJ
fis-1681	116	4	/colorimagemindownsampledepth	/colorimagemindownsampledepth	SYM
fis-1681	116	5	1	1	NUM
fis-1681	116	6	/colorimagedownsamplethreshold	/colorimagedownsamplethreshold	SYM
fis-1681	116	7	1.50000	1.50000	NUM
fis-1681	116	8	/encodecolorimages	/encodecolorimage	NOUN
fis-1681	116	9	true	true	ADJ
fis-1681	116	10	/colorimagefilter	/colorimagefilter	PUNCT
fis-1681	116	11	/dctencode	/dctencode	PUNCT
fis-1681	117	1	/autofiltercolorimages	/autofiltercolorimage	NOUN
fis-1681	117	2	true	true	ADJ
fis-1681	117	3	/colorimageautofilterstrategy	/colorimageautofilterstrategy	PUNCT
fis-1681	117	4	/jpeg	/jpeg	PUNCT
fis-1681	117	5	/coloracsimagedict	/coloracsimagedict	PUNCT
fis-1681	118	1	<	<	X
fis-1681	118	2	<	<	X
fis-1681	118	3	/qfactor	/qfactor	NOUN
fis-1681	118	4	0.15	0.15	NUM
fis-1681	118	5	/hsamples	/hsample	NOUN
fis-1681	119	1	[	[	X
fis-1681	119	2	1	1	NUM
fis-1681	119	3	1	1	NUM
fis-1681	119	4	1	1	NUM
fis-1681	119	5	1	1	NUM
fis-1681	119	6	]	]	PUNCT
fis-1681	119	7	/vsamples	/vsample	NOUN
fis-1681	120	1	[	[	X
fis-1681	120	2	1	1	NUM
fis-1681	120	3	1	1	NUM
fis-1681	120	4	1	1	NUM
fis-1681	120	5	1	1	NUM
fis-1681	120	6	]	]	PUNCT
fis-1681	120	7	>	>	PUNCT
fis-1681	120	8	>	>	X
fis-1681	120	9	/colorimagedict	/colorimagedict	PUNCT
fis-1681	121	1	<	<	X
fis-1681	121	2	<	<	X
fis-1681	121	3	/qfactor	/qfactor	NOUN
fis-1681	121	4	0.15	0.15	NUM
fis-1681	121	5	/hsamples	/hsample	NOUN
fis-1681	122	1	[	[	X
fis-1681	122	2	1	1	NUM
fis-1681	122	3	1	1	NUM
fis-1681	122	4	1	1	NUM
fis-1681	122	5	1	1	NUM
fis-1681	122	6	]	]	PUNCT
fis-1681	122	7	/vsamples	/vsample	NOUN
fis-1681	123	1	[	[	X
fis-1681	123	2	1	1	NUM
fis-1681	123	3	1	1	NUM
fis-1681	123	4	1	1	NUM
fis-1681	123	5	1	1	NUM
fis-1681	123	6	]	]	PUNCT
fis-1681	123	7	>	>	PUNCT
fis-1681	123	8	>	>	X
fis-1681	123	9	/jpeg2000coloracsimagedict	/jpeg2000coloracsimagedict	PUNCT
fis-1681	124	1	<	<	X
fis-1681	124	2	<	<	X
fis-1681	124	3	/tilewidth	/tilewidth	PUNCT
fis-1681	124	4	256	256	NUM
fis-1681	124	5	/tileheight	/tileheight	NUM
fis-1681	124	6	256	256	NUM
fis-1681	124	7	/quality	/quality	NOUN
fis-1681	124	8	30	30	NUM
fis-1681	124	9	>	>	PUNCT
fis-1681	124	10	>	>	X
fis-1681	124	11	/jpeg2000colorimagedict	/jpeg2000colorimagedict	PUNCT
fis-1681	124	12	<	<	X
fis-1681	124	13	<	<	X
fis-1681	124	14	/tilewidth	/tilewidth	PUNCT
fis-1681	124	15	256	256	NUM
fis-1681	124	16	/tileheight	/tileheight	NUM
fis-1681	124	17	256	256	NUM
fis-1681	124	18	/quality	/quality	NOUN
fis-1681	124	19	30	30	NUM
fis-1681	124	20	>	>	PUNCT
fis-1681	124	21	>	>	X
fis-1681	124	22	/antialiasgrayimages	/antialiasgrayimages	X
fis-1681	124	23	false	false	ADJ
fis-1681	124	24	/cropgrayimages	/cropgrayimage	NOUN
fis-1681	124	25	true	true	ADJ
fis-1681	124	26	/grayimageminresolution	/grayimageminresolution	ADV
fis-1681	124	27	300	300	NUM
fis-1681	124	28	/grayimageminresolutionpolicy	/grayimageminresolutionpolicy	NOUN
fis-1681	124	29	/ok	/ok	ADJ
fis-1681	124	30	/downsamplegrayimages	/downsamplegrayimages	PUNCT
fis-1681	125	1	true	true	ADJ
fis-1681	125	2	/grayimagedownsampletype	/grayimagedownsampletype	INTJ
fis-1681	125	3	/bicubic	/bicubic	NOUN
fis-1681	125	4	/grayimageresolution	/grayimageresolution	NOUN
fis-1681	125	5	300	300	NUM
fis-1681	125	6	/grayimagedepth	/grayimagedepth	PUNCT
fis-1681	125	7	-1	-1	PUNCT
fis-1681	125	8	/grayimagemindownsampledepth	/grayimagemindownsampledepth	PUNCT
fis-1681	126	1	2	2	NUM
fis-1681	126	2	/grayimagedownsamplethreshold	/grayimagedownsamplethreshold	NUM
fis-1681	126	3	1.50000	1.50000	NUM
fis-1681	126	4	/encodegrayimages	/encodegrayimage	NOUN
fis-1681	126	5	true	true	ADJ
fis-1681	126	6	/grayimagefilter	/grayimagefilter	NOUN
fis-1681	126	7	/dctencode	/dctencode	PUNCT
fis-1681	127	1	/autofiltergrayimages	/autofiltergrayimages	VERB
fis-1681	127	2	true	true	ADJ
fis-1681	127	3	/grayimageautofilterstrategy	/grayimageautofilterstrategy	INTJ
fis-1681	127	4	/jpeg	/jpeg	PUNCT
fis-1681	127	5	/grayacsimagedict	/grayacsimagedict	PUNCT
fis-1681	128	1	<	<	X
fis-1681	128	2	<	<	X
fis-1681	128	3	/qfactor	/qfactor	NOUN
fis-1681	128	4	0.15	0.15	NUM
fis-1681	128	5	/hsamples	/hsample	NOUN
fis-1681	129	1	[	[	X
fis-1681	129	2	1	1	NUM
fis-1681	129	3	1	1	NUM
fis-1681	129	4	1	1	NUM
fis-1681	129	5	1	1	NUM
fis-1681	129	6	]	]	PUNCT
fis-1681	129	7	/vsamples	/vsample	NOUN
fis-1681	130	1	[	[	X
fis-1681	130	2	1	1	NUM
fis-1681	130	3	1	1	NUM
fis-1681	130	4	1	1	NUM
fis-1681	130	5	1	1	NUM
fis-1681	130	6	]	]	PUNCT
fis-1681	130	7	>	>	PUNCT
fis-1681	130	8	>	>	X
fis-1681	130	9	/grayimagedict	/grayimagedict	PUNCT
fis-1681	131	1	<	<	X
fis-1681	131	2	<	<	X
fis-1681	131	3	/qfactor	/qfactor	NOUN
fis-1681	131	4	0.15	0.15	NUM
fis-1681	131	5	/hsamples	/hsample	NOUN
fis-1681	132	1	[	[	X
fis-1681	132	2	1	1	NUM
fis-1681	132	3	1	1	NUM
fis-1681	132	4	1	1	NUM
fis-1681	132	5	1	1	NUM
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fis-1681	149	3	>	>	X
fis-1681	149	4	/fra	/fra	PUNCT
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fis-1681	150	3	>	>	X
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fis-1681	150	7	>	>	X
fis-1681	150	8	/heb	/heb	X
fis-1681	150	9	<	<	X
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fis-1681	150	11	>	>	X
fis-1681	150	12	/hrv	/hrv	PROPN
fis-1681	151	1	(	(	PUNCT
fis-1681	151	2	za	za	PROPN
fis-1681	151	3	stvaranje	stvaranje	PROPN
fis-1681	151	4	adobe	adobe	PROPN
fis-1681	151	5	pdf	pdf	PROPN
fis-1681	151	6	dokumenata	dokumenata	PROPN
fis-1681	151	7	najpogodnijih	najpogodnijih	PROPN
fis-1681	151	8	za	za	PROPN
fis-1681	151	9	visokokvalitetni	visokokvalitetni	VERB
fis-1681	151	10	ispis	ispis	ADJ
fis-1681	151	11	prije	prije	NOUN
fis-1681	151	12	tiskanja	tiskanja	PROPN
fis-1681	151	13	koristite	koristite	PROPN
fis-1681	151	14	ove	ove	NOUN
fis-1681	151	15	postavke	postavke	NOUN
fis-1681	151	16	.	.	PUNCT
fis-1681	152	1	stvoreni	stvoreni	ADJ
fis-1681	152	2	pdf	pdf	NOUN
fis-1681	152	3	dokumenti	dokumenti	PROPN
fis-1681	152	4	mogu	mogu	PROPN
fis-1681	152	5	se	se	X
fis-1681	152	6	otvoriti	otvoriti	PROPN
fis-1681	152	7	acrobat	acrobat	PROPN
fis-1681	153	1	i	i	PRON
fis-1681	153	2	adobe	adobe	PROPN
fis-1681	153	3	reader	reader	PROPN
fis-1681	153	4	5.0	5.0	NUM
fis-1681	153	5	i	i	PRON
fis-1681	153	6	kasnijim	kasnijim	VERB
fis-1681	153	7	verzijama	verzijama	NOUN
fis-1681	153	8	.	.	PUNCT
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fis-1681	154	1	/hun	/hun	PUNCT
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fis-1681	155	3	>	>	X
fis-1681	155	4	/ita	/ita	PUNCT
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fis-1681	156	3	>	>	X
fis-1681	156	4	/jpn	/jpn	PROPN
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fis-1681	157	3	>	>	X
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fis-1681	158	3	>	>	X
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fis-1681	159	3	>	>	X
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fis-1681	167	4	/sve	/sve	PROPN
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fis-1681	167	7	>	>	X
fis-1681	167	8	/tur	/tur	X
fis-1681	167	9	<	<	X
fis-1681	167	10	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	PROPN
fis-1681	167	11	>	>	X
fis-1681	167	12	/ukr	/ukr	X
fis-1681	167	13	<	<	X
fis-1681	167	14	feff04120438043a043e0440043804410442043e043204430439044204350020044604560020043f043004400430043c043504420440043800200434043b044f0020044104420432043e04400435043d043d044f00200434043e043a0443043c0435043d044204560432002000410064006f006200650020005000440046002c0020044f043a04560020043d04300439043a04400430044904350020043f045604340445043e0434044f0442044c00200434043b044f0020043204380441043e043a043e044f043a04560441043d043e0433043e0020043f0435044004350434043404400443043a043e0432043e0433043e0020043404400443043a0443002e00200020042104420432043e04400435043d045600200434043e043a0443043c0435043d0442043800200050004400460020043c043e0436043d04300020043204560434043a0440043804420438002004430020004100630072006f006200610074002004420430002000410064006f00620065002000520065006100640065007200200035002e0030002004300431043e0020043f04560437043d04560448043e04570020043204350440044104560457002e	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	X
fis-1681	167	15	>	>	X
fis-1681	167	16	/enu	/enu	PUNCT
fis-1681	167	17	(	(	PUNCT
fis-1681	167	18	use	use	VERB
fis-1681	167	19	these	these	DET
fis-1681	167	20	settings	setting	NOUN
fis-1681	167	21	to	to	PART
fis-1681	167	22	create	create	VERB
fis-1681	167	23	adobe	adobe	PROPN
fis-1681	167	24	pdf	pdf	PROPN
fis-1681	167	25	documents	document	NOUN
fis-1681	167	26	best	well	ADV
fis-1681	167	27	suited	suit	VERB
fis-1681	167	28	for	for	ADP
fis-1681	167	29	high	high	ADJ
fis-1681	167	30	-	-	PUNCT
fis-1681	167	31	quality	quality	NOUN
fis-1681	167	32	prepress	prepress	NOUN
fis-1681	167	33	printing	printing	NOUN
fis-1681	167	34	.	.	PUNCT
fis-1681	168	1	created	create	VERB
fis-1681	168	2	pdf	pdf	NOUN
fis-1681	168	3	documents	document	NOUN
fis-1681	168	4	can	can	AUX
fis-1681	168	5	be	be	AUX
fis-1681	168	6	opened	open	VERB
fis-1681	168	7	with	with	ADP
fis-1681	168	8	acrobat	acrobat	PROPN
fis-1681	168	9	and	and	CCONJ
fis-1681	168	10	adobe	adobe	PROPN
fis-1681	168	11	reader	reader	PROPN
fis-1681	168	12	5.0	5.0	NUM
fis-1681	168	13	and	and	CCONJ
fis-1681	168	14	later	later	ADV
fis-1681	168	15	.	.	PUNCT
fis-1681	168	16	)	)	PUNCT
fis-1681	169	1	>	>	PUNCT
fis-1681	169	2	>	>	X
fis-1681	169	3	/namespace	/namespace	PUNCT
fis-1681	170	1	[	[	PUNCT
fis-1681	170	2	(	(	PUNCT
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fis-1681	170	4	)	)	PUNCT
fis-1681	170	5	(	(	PUNCT
fis-1681	170	6	common	common	ADJ
fis-1681	170	7	)	)	PUNCT
fis-1681	170	8	(	(	PUNCT
fis-1681	170	9	1.0	1.0	NUM
fis-1681	170	10	)	)	PUNCT
fis-1681	170	11	]	]	PUNCT
fis-1681	171	1	/othernamespaces	/othernamespace	VERB
fis-1681	171	2	[	[	PUNCT
fis-1681	171	3	<	<	X
fis-1681	171	4	<	<	X
fis-1681	171	5	/asreaderspreads	/asreaderspreads	X
fis-1681	171	6	false	false	ADJ
fis-1681	171	7	/cropimagestoframes	/cropimagestoframe	NOUN
fis-1681	171	8	true	true	ADJ
fis-1681	171	9	/errorcontrol	/errorcontrol	NOUN
fis-1681	172	1	/warnandcontinue	/warnandcontinue	PUNCT
fis-1681	172	2	/flattenerignorespreadoverrides	/flattenerignorespreadoverride	NOUN
fis-1681	172	3	false	false	ADJ
fis-1681	172	4	/includeguidesgrids	/includeguidesgrid	NOUN
fis-1681	172	5	false	false	ADJ
fis-1681	172	6	/includenonprinting	/includenonprinting	NOUN
fis-1681	172	7	false	false	ADJ
fis-1681	172	8	/includeslug	/includeslug	INTJ
fis-1681	172	9	false	false	ADJ
fis-1681	172	10	/namespace	/namespace	NOUN
fis-1681	173	1	[	[	PUNCT
fis-1681	173	2	(	(	PUNCT
fis-1681	173	3	adobe	adobe	PROPN
fis-1681	173	4	)	)	PUNCT
fis-1681	173	5	(	(	PUNCT
fis-1681	173	6	indesign	indesign	NOUN
fis-1681	173	7	)	)	PUNCT
fis-1681	173	8	(	(	PUNCT
fis-1681	173	9	4.0	4.0	NUM
fis-1681	173	10	)	)	PUNCT
fis-1681	173	11	]	]	PUNCT
fis-1681	173	12	/omitplacedbitmaps	/omitplacedbitmaps	PUNCT
fis-1681	174	1	false	false	ADJ
fis-1681	174	2	/omitplacedeps	/omitplacedeps	INTJ
fis-1681	174	3	false	false	ADJ
fis-1681	174	4	/omitplacedpdf	/omitplacedpdf	PUNCT
fis-1681	174	5	false	false	ADJ
fis-1681	174	6	/simulateoverprint	/simulateoverprint	NOUN
fis-1681	174	7	/legacy	/legacy	PUNCT
fis-1681	175	1	>	>	PUNCT
fis-1681	175	2	>	>	X
fis-1681	176	1	<	<	X
fis-1681	176	2	<	<	X
fis-1681	176	3	/addbleedmarks	/addbleedmarks	X
fis-1681	176	4	false	false	ADJ
fis-1681	176	5	/addcolorbars	/addcolorbars	INTJ
fis-1681	176	6	false	false	ADJ
fis-1681	176	7	/addcropmarks	/addcropmarks	PUNCT
fis-1681	176	8	false	false	ADJ
fis-1681	176	9	/addpageinfo	/addpageinfo	INTJ
fis-1681	176	10	false	false	ADJ
fis-1681	176	11	/addregmarks	/addregmark	NOUN
fis-1681	176	12	false	false	ADJ
fis-1681	176	13	/convertcolors	/convertcolor	NOUN
fis-1681	176	14	/converttocmyk	/converttocmyk	INTJ
fis-1681	176	15	/destinationprofilename	/destinationprofilename	PUNCT
fis-1681	176	16	(	(	PUNCT
fis-1681	176	17	)	)	PUNCT
fis-1681	176	18	/destinationprofileselector	/destinationprofileselector	NOUN
fis-1681	176	19	/documentcmyk	/documentcmyk	PUNCT
fis-1681	176	20	/downsample16bitimages	/downsample16bitimage	NOUN
fis-1681	176	21	true	true	ADJ
fis-1681	176	22	/flattenerpreset	/flattenerpreset	PUNCT
fis-1681	177	1	<	<	X
fis-1681	177	2	<	<	X
fis-1681	177	3	/presetselector	/presetselector	X
fis-1681	177	4	/mediumresolution	/mediumresolution	NOUN
fis-1681	177	5	>	>	PUNCT
fis-1681	177	6	>	>	X
fis-1681	177	7	/formelements	/formelement	NOUN
fis-1681	178	1	false	false	ADJ
fis-1681	178	2	/generatestructure	/generatestructure	PUNCT
fis-1681	178	3	false	false	ADJ
fis-1681	178	4	/includebookmarks	/includebookmark	NOUN
fis-1681	178	5	false	false	ADJ
fis-1681	178	6	/includehyperlinks	/includehyperlinks	INTJ
fis-1681	178	7	false	false	ADJ
fis-1681	178	8	/includeinteractive	/includeinteractive	ADJ
fis-1681	178	9	false	false	ADJ
fis-1681	178	10	/includelayers	/includelayer	NOUN
fis-1681	178	11	false	false	ADJ
fis-1681	178	12	/includeprofiles	/includeprofiles	INTJ
fis-1681	178	13	false	false	ADJ
fis-1681	178	14	/multimediahandling	/multimediahandling	NOUN
fis-1681	179	1	/useobjectsettings	/useobjectsettings	PRON
fis-1681	180	1	/namespace	/namespace	PUNCT
fis-1681	181	1	[	[	PUNCT
fis-1681	181	2	(	(	PUNCT
fis-1681	181	3	adobe	adobe	PROPN
fis-1681	181	4	)	)	PUNCT
fis-1681	181	5	(	(	PUNCT
fis-1681	181	6	creativesuite	creativesuite	NOUN
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fis-1681	181	8	(	(	PUNCT
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fis-1681	181	11	]	]	PUNCT
fis-1681	182	1	/pdfxoutputintentprofileselector	/pdfxoutputintentprofileselector	INTJ
fis-1681	182	2	/documentcmyk	/documentcmyk	PUNCT
fis-1681	183	1	/preserveediting	/preserveedite	VERB
fis-1681	183	2	true	true	ADJ
fis-1681	183	3	/untaggedcmykhandling	/untaggedcmykhandling	NOUN
fis-1681	183	4	/leaveuntagged	/leaveuntagge	VERB
fis-1681	183	5	/untaggedrgbhandling	/untaggedrgbhandling	NOUN
fis-1681	183	6	/usedocumentprofile	/usedocumentprofile	INTJ
fis-1681	183	7	/usedocumentbleed	/usedocumentbleed	NOUN
fis-1681	184	1	false	false	ADJ
fis-1681	184	2	>	>	PUNCT
fis-1681	184	3	>	>	X
fis-1681	184	4	]	]	PUNCT
fis-1681	184	5	>	>	PUNCT
fis-1681	184	6	>	>	X
fis-1681	184	7	setdistillerparams	setdistillerparam	NOUN
fis-1681	185	1	<	<	X
fis-1681	185	2	<	<	X
fis-1681	185	3	/hwresolution	/hwresolution	NOUN
fis-1681	186	1	[	[	X
fis-1681	186	2	2400	2400	NUM
fis-1681	186	3	2400	2400	NUM
fis-1681	186	4	]	]	PUNCT
fis-1681	186	5	/pagesize	/pagesize	X
fis-1681	187	1	[	[	X
fis-1681	187	2	612.000	612.000	NUM
fis-1681	187	3	792.000	792.000	NUM
fis-1681	187	4	]	]	PUNCT
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fis-1681	187	6	>	>	X
fis-1681	187	7	setpagedevice	setpagedevice	PROPN