id	sid	tid	token	lemma	pos
fis-1615	1	1	microsoft	microsoft	PROPN
fis-1615	1	2	word	word	NOUN
fis-1615	1	3	numero_34_art_63	numero_34_art_63	PROPN
fis-1615	1	4	x.	x.	NOUN
fis-1615	1	5	zhengbing	zhengbe	VERB
fis-1615	1	6	et	et	PROPN
fis-1615	1	7	alii	alii	PROPN
fis-1615	1	8	,	,	PUNCT
fis-1615	1	9	frattura	frattura	PROPN
fis-1615	1	10	ed	ed	PROPN
fis-1615	1	11	integrità	integrità	PROPN
fis-1615	1	12	strutturale	strutturale	PROPN
fis-1615	1	13	,	,	PUNCT
fis-1615	1	14	34	34	NUM
fis-1615	1	15	(	(	PUNCT
fis-1615	1	16	2015	2015	NUM
fis-1615	1	17	)	)	PUNCT
fis-1615	1	18	574	574	NUM
fis-1615	1	19	-	-	SYM
fis-1615	1	20	579	579	NUM
fis-1615	1	21	;	;	PUNCT
fis-1615	1	22	doi	doi	NOUN
fis-1615	1	23	:	:	PUNCT
fis-1615	1	24	10.3221	10.3221	NUM
fis-1615	1	25	/	/	SYM
fis-1615	1	26	igf	igf	PROPN
fis-1615	1	27	-	-	NOUN
fis-1615	1	28	esis.34.63	esis.34.63	PROPN
fis-1615	1	29	574	574	NUM
fis-1615	1	30	a	a	DET
fis-1615	1	31	comparative	comparative	ADJ
fis-1615	1	32	study	study	NOUN
fis-1615	1	33	on	on	ADP
fis-1615	1	34	dynamic	dynamic	ADJ
fis-1615	1	35	mechanical	mechanical	ADJ
fis-1615	1	36	performance	performance	NOUN
fis-1615	1	37	of	of	ADP
fis-1615	1	38	concrete	concrete	ADJ
fis-1615	1	39	and	and	CCONJ
fis-1615	1	40	rock	rock	NOUN
fis-1615	1	41	xia	xia	PROPN
fis-1615	1	42	zhengbing	zhengbing	PROPN
fis-1615	1	43	,	,	PUNCT
fis-1615	1	44	zhang	zhang	PROPN
fis-1615	1	45	kefeng	kefeng	PROPN
fis-1615	1	46	,	,	PUNCT
fis-1615	1	47	deng	deng	PROPN
fis-1615	1	48	yanfeng	yanfeng	PROPN
fis-1615	1	49	,	,	PUNCT
fis-1615	1	50	ge	ge	PROPN
fis-1615	1	51	fuwen	fuwen	PROPN
fis-1615	1	52	college	college	PROPN
fis-1615	1	53	of	of	ADP
fis-1615	1	54	architecture	architecture	NOUN
fis-1615	1	55	and	and	CCONJ
fis-1615	1	56	civil	civil	ADJ
fis-1615	1	57	engineering	engineering	NOUN
fis-1615	1	58	,	,	PUNCT
fis-1615	1	59	jiangsu	jiangsu	PROPN
fis-1615	1	60	city	city	PROPN
fis-1615	1	61	vocational	vocational	PROPN
fis-1615	1	62	college	college	PROPN
fis-1615	1	63	nantong	nantong	PROPN
fis-1615	1	64	campus	campus	PROPN
fis-1615	1	65	,	,	PUNCT
fis-1615	1	66	nantong	nantong	PROPN
fis-1615	1	67	,	,	PUNCT
fis-1615	1	68	jiangsu	jiangsu	PROPN
fis-1615	1	69	,	,	PUNCT
fis-1615	1	70	226000	226000	NUM
fis-1615	1	71	,	,	PUNCT
fis-1615	1	72	china	china	PROPN
fis-1615	1	73	zhengbxia@163.com	zhengbxia@163.com	PROPN
fis-1615	1	74	abstract	abstract	NOUN
fis-1615	1	75	.	.	PUNCT
fis-1615	2	1	recently	recently	ADV
fis-1615	2	2	,	,	PUNCT
fis-1615	2	3	engineering	engineer	VERB
fis-1615	2	4	blasting	blasting	NOUN
fis-1615	2	5	is	be	AUX
fis-1615	2	6	widely	widely	ADV
fis-1615	2	7	applied	apply	VERB
fis-1615	2	8	in	in	ADP
fis-1615	2	9	projects	project	NOUN
fis-1615	2	10	such	such	ADJ
fis-1615	2	11	as	as	ADP
fis-1615	2	12	rock	rock	NOUN
fis-1615	2	13	mineral	mineral	NOUN
fis-1615	2	14	mining	mining	NOUN
fis-1615	2	15	,	,	PUNCT
fis-1615	2	16	construction	construction	NOUN
fis-1615	2	17	of	of	ADP
fis-1615	2	18	underground	underground	ADJ
fis-1615	2	19	cavities	cavity	NOUN
fis-1615	2	20	and	and	CCONJ
fis-1615	2	21	field	field	NOUN
fis-1615	2	22	-	-	PUNCT
fis-1615	2	23	leveling	level	VERB
fis-1615	2	24	excavation	excavation	NOUN
fis-1615	2	25	.	.	PUNCT
fis-1615	3	1	dynamic	dynamic	ADJ
fis-1615	3	2	mechanical	mechanical	ADJ
fis-1615	3	3	performance	performance	NOUN
fis-1615	3	4	of	of	ADP
fis-1615	3	5	rocks	rock	NOUN
fis-1615	3	6	has	have	AUX
fis-1615	3	7	been	be	AUX
fis-1615	3	8	gradually	gradually	ADV
fis-1615	3	9	attached	attach	VERB
fis-1615	3	10	importance	importance	NOUN
fis-1615	3	11	both	both	CCONJ
fis-1615	3	12	in	in	ADP
fis-1615	3	13	china	china	PROPN
fis-1615	3	14	and	and	CCONJ
fis-1615	3	15	abroad	abroad	ADV
fis-1615	3	16	.	.	PUNCT
fis-1615	4	1	concrete	concrete	ADJ
fis-1615	4	2	and	and	CCONJ
fis-1615	4	3	rock	rock	NOUN
fis-1615	4	4	are	be	AUX
fis-1615	4	5	two	two	NUM
fis-1615	4	6	kinds	kind	NOUN
fis-1615	4	7	of	of	ADP
fis-1615	4	8	the	the	DET
fis-1615	4	9	most	most	ADV
fis-1615	4	10	frequently	frequently	ADV
fis-1615	4	11	used	use	VERB
fis-1615	4	12	engineering	engineering	NOUN
fis-1615	4	13	materials	material	NOUN
fis-1615	4	14	and	and	CCONJ
fis-1615	4	15	also	also	ADV
fis-1615	4	16	frequently	frequently	ADV
fis-1615	4	17	used	use	VERB
fis-1615	4	18	as	as	ADP
fis-1615	4	19	experimental	experimental	ADJ
fis-1615	4	20	objects	object	NOUN
fis-1615	4	21	currently	currently	ADV
fis-1615	4	22	.	.	PUNCT
fis-1615	5	1	to	to	PART
fis-1615	5	2	compare	compare	VERB
fis-1615	5	3	dynamic	dynamic	ADJ
fis-1615	5	4	mechanical	mechanical	ADJ
fis-1615	5	5	performance	performance	NOUN
fis-1615	5	6	of	of	ADP
fis-1615	5	7	these	these	DET
fis-1615	5	8	two	two	NUM
fis-1615	5	9	materials	material	NOUN
fis-1615	5	10	,	,	PUNCT
fis-1615	5	11	this	this	DET
fis-1615	5	12	study	study	NOUN
fis-1615	5	13	performed	perform	VERB
fis-1615	5	14	dynamic	dynamic	ADJ
fis-1615	5	15	compression	compression	NOUN
fis-1615	5	16	test	test	NOUN
fis-1615	5	17	with	with	ADP
fis-1615	5	18	five	five	NUM
fis-1615	5	19	different	different	ADJ
fis-1615	5	20	strain	strain	NOUN
fis-1615	5	21	rates	rate	NOUN
fis-1615	5	22	on	on	ADP
fis-1615	5	23	concrete	concrete	ADJ
fis-1615	5	24	and	and	CCONJ
fis-1615	5	25	rock	rock	NOUN
fis-1615	5	26	using	use	VERB
fis-1615	5	27	split	split	ADJ
fis-1615	5	28	hopkinson	hopkinson	PROPN
fis-1615	5	29	pressure	pressure	NOUN
fis-1615	5	30	bar	bar	NOUN
fis-1615	5	31	(	(	PUNCT
fis-1615	5	32	shpb	shpb	NOUN
fis-1615	5	33	)	)	PUNCT
fis-1615	5	34	to	to	PART
fis-1615	5	35	obtain	obtain	VERB
fis-1615	5	36	basic	basic	ADJ
fis-1615	5	37	dynamic	dynamic	ADJ
fis-1615	5	38	mechanical	mechanical	ADJ
fis-1615	5	39	parameters	parameter	NOUN
fis-1615	5	40	of	of	ADP
fis-1615	5	41	them	they	PRON
fis-1615	5	42	and	and	CCONJ
fis-1615	5	43	then	then	ADV
fis-1615	5	44	summarized	summarize	VERB
fis-1615	5	45	the	the	DET
fis-1615	5	46	relationship	relationship	NOUN
fis-1615	5	47	of	of	ADP
fis-1615	5	48	dynamic	dynamic	ADJ
fis-1615	5	49	compressive	compressive	ADJ
fis-1615	5	50	strength	strength	NOUN
fis-1615	5	51	,	,	PUNCT
fis-1615	5	52	peak	peak	NOUN
fis-1615	5	53	strain	strain	NOUN
fis-1615	5	54	and	and	CCONJ
fis-1615	5	55	strain	strain	VERB
fis-1615	5	56	rate	rate	NOUN
fis-1615	5	57	of	of	ADP
fis-1615	5	58	two	two	NUM
fis-1615	5	59	materials	material	NOUN
fis-1615	5	60	.	.	PUNCT
fis-1615	6	1	moreover	moreover	ADV
fis-1615	6	2	,	,	PUNCT
fis-1615	6	3	specific	specific	ADJ
fis-1615	6	4	energy	energy	NOUN
fis-1615	6	5	absorption	absorption	NOUN
fis-1615	6	6	is	be	AUX
fis-1615	6	7	introduced	introduce	VERB
fis-1615	6	8	to	to	PART
fis-1615	6	9	confirm	confirm	VERB
fis-1615	6	10	dynamic	dynamic	ADJ
fis-1615	6	11	damage	damage	NOUN
fis-1615	6	12	mechanisms	mechanism	NOUN
fis-1615	6	13	of	of	ADP
fis-1615	6	14	concrete	concrete	ADJ
fis-1615	6	15	and	and	CCONJ
fis-1615	6	16	rock	rock	NOUN
fis-1615	6	17	materials	material	NOUN
fis-1615	6	18	.	.	PUNCT
fis-1615	7	1	this	this	DET
fis-1615	7	2	work	work	NOUN
fis-1615	7	3	can	can	AUX
fis-1615	7	4	not	not	PART
fis-1615	7	5	only	only	ADV
fis-1615	7	6	help	help	VERB
fis-1615	7	7	to	to	PART
fis-1615	7	8	improve	improve	VERB
fis-1615	7	9	working	work	VERB
fis-1615	7	10	efficiency	efficiency	NOUN
fis-1615	7	11	to	to	ADP
fis-1615	7	12	the	the	DET
fis-1615	7	13	largest	large	ADJ
fis-1615	7	14	extent	extent	NOUN
fis-1615	7	15	but	but	CCONJ
fis-1615	7	16	also	also	ADV
fis-1615	7	17	ensure	ensure	VERB
fis-1615	7	18	the	the	DET
fis-1615	7	19	smooth	smooth	ADJ
fis-1615	7	20	development	development	NOUN
fis-1615	7	21	of	of	ADP
fis-1615	7	22	engineering	engineering	NOUN
fis-1615	7	23	,	,	PUNCT
fis-1615	7	24	providing	provide	VERB
fis-1615	7	25	rich	rich	ADJ
fis-1615	7	26	theoretical	theoretical	ADJ
fis-1615	7	27	guidance	guidance	NOUN
fis-1615	7	28	for	for	ADP
fis-1615	7	29	development	development	NOUN
fis-1615	7	30	of	of	ADP
fis-1615	7	31	related	related	ADJ
fis-1615	7	32	engineering	engineering	NOUN
fis-1615	7	33	in	in	ADP
fis-1615	7	34	the	the	DET
fis-1615	7	35	future	future	NOUN
fis-1615	7	36	.	.	PUNCT
fis-1615	8	1	keywords	keyword	NOUN
fis-1615	8	2	.	.	PUNCT
fis-1615	9	1	concrete	concrete	ADJ
fis-1615	9	2	;	;	PUNCT
fis-1615	9	3	rock	rock	NOUN
fis-1615	9	4	;	;	PUNCT
fis-1615	9	5	dynamic	dynamic	ADJ
fis-1615	9	6	mechanical	mechanical	ADJ
fis-1615	9	7	performance	performance	NOUN
fis-1615	9	8	;	;	PUNCT
fis-1615	9	9	shpb	shpb	NOUN
fis-1615	9	10	.	.	PUNCT
fis-1615	10	1	introduction	introduction	NOUN
fis-1615	10	2	tudies	tudie	NOUN
fis-1615	10	3	focusing	focus	VERB
fis-1615	10	4	on	on	ADP
fis-1615	10	5	dynamic	dynamic	ADJ
fis-1615	10	6	mechanical	mechanical	ADJ
fis-1615	10	7	performance	performance	NOUN
fis-1615	10	8	of	of	ADP
fis-1615	10	9	rock	rock	NOUN
fis-1615	10	10	materials	material	NOUN
fis-1615	10	11	,	,	PUNCT
fis-1615	10	12	a	a	DET
fis-1615	10	13	relatively	relatively	ADV
fis-1615	10	14	basic	basic	ADJ
fis-1615	10	15	branch	branch	NOUN
fis-1615	10	16	in	in	ADP
fis-1615	10	17	rock	rock	NOUN
fis-1615	10	18	mechanics	mechanic	NOUN
fis-1615	10	19	,	,	PUNCT
fis-1615	10	20	originate	originate	VERB
fis-1615	10	21	from	from	ADP
fis-1615	10	22	researches	research	NOUN
fis-1615	10	23	on	on	ADP
fis-1615	10	24	safety	safety	NOUN
fis-1615	10	25	protection	protection	NOUN
fis-1615	10	26	of	of	ADP
fis-1615	10	27	atomic	atomic	ADJ
fis-1615	10	28	energy	energy	NOUN
fis-1615	10	29	plant	plant	NOUN
fis-1615	10	30	and	and	CCONJ
fis-1615	10	31	earthquake	earthquake	NOUN
fis-1615	10	32	engineering	engineering	NOUN
fis-1615	10	33	[	[	X
fis-1615	10	34	1	1	NUM
fis-1615	10	35	]	]	PUNCT
fis-1615	10	36	.	.	PUNCT
fis-1615	11	1	as	as	SCONJ
fis-1615	11	2	engineering	engineering	NOUN
fis-1615	11	3	construction	construction	NOUN
fis-1615	11	4	frequently	frequently	ADV
fis-1615	11	5	involves	involve	VERB
fis-1615	11	6	rock	rock	NOUN
fis-1615	11	7	materials	material	NOUN
fis-1615	11	8	in	in	ADP
fis-1615	11	9	the	the	DET
fis-1615	11	10	last	last	ADJ
fis-1615	11	11	few	few	ADJ
fis-1615	11	12	years	year	NOUN
fis-1615	11	13	,	,	PUNCT
fis-1615	11	14	to	to	PART
fis-1615	11	15	be	be	AUX
fis-1615	11	16	specific	specific	ADJ
fis-1615	11	17	,	,	PUNCT
fis-1615	11	18	national	national	ADJ
fis-1615	11	19	large	large	ADJ
fis-1615	11	20	-	-	PUNCT
fis-1615	11	21	scale	scale	NOUN
fis-1615	11	22	energy	energy	NOUN
fis-1615	11	23	engineering	engineering	NOUN
fis-1615	11	24	including	include	VERB
fis-1615	11	25	water	water	NOUN
fis-1615	11	26	and	and	CCONJ
fis-1615	11	27	electricity	electricity	NOUN
fis-1615	11	28	and	and	CCONJ
fis-1615	11	29	nuclear	nuclear	ADJ
fis-1615	11	30	power	power	NOUN
fis-1615	11	31	project	project	NOUN
fis-1615	11	32	,	,	PUNCT
fis-1615	11	33	transportation	transportation	NOUN
fis-1615	11	34	including	include	VERB
fis-1615	11	35	national	national	ADJ
fis-1615	11	36	railway	railway	NOUN
fis-1615	11	37	and	and	CCONJ
fis-1615	11	38	highway	highway	NOUN
fis-1615	11	39	,	,	PUNCT
fis-1615	11	40	engineering	engineering	NOUN
fis-1615	11	41	including	include	VERB
fis-1615	11	42	blasting	blast	VERB
fis-1615	11	43	excavation	excavation	NOUN
fis-1615	11	44	and	and	CCONJ
fis-1615	11	45	fixed	fix	VERB
fis-1615	11	46	point	point	NOUN
fis-1615	11	47	blasting	blast	VERB
fis-1615	11	48	or	or	CCONJ
fis-1615	11	49	facilities	facility	NOUN
fis-1615	11	50	establishment	establishment	NOUN
fis-1615	11	51	including	include	VERB
fis-1615	11	52	high	high	ADJ
fis-1615	11	53	-	-	PUNCT
fis-1615	11	54	level	level	NOUN
fis-1615	11	55	building	building	NOUN
fis-1615	11	56	,	,	PUNCT
fis-1615	11	57	bridge	bridge	NOUN
fis-1615	11	58	,	,	PUNCT
fis-1615	11	59	airport	airport	NOUN
fis-1615	11	60	pavement	pavement	NOUN
fis-1615	11	61	and	and	CCONJ
fis-1615	11	62	dam	dam	NOUN
fis-1615	11	63	all	all	PRON
fis-1615	11	64	involves	involve	VERB
fis-1615	11	65	dynamic	dynamic	ADJ
fis-1615	11	66	mechanical	mechanical	ADJ
fis-1615	11	67	performance	performance	NOUN
fis-1615	11	68	of	of	ADP
fis-1615	11	69	rock	rock	NOUN
fis-1615	11	70	materials	material	NOUN
fis-1615	11	71	under	under	ADP
fis-1615	11	72	the	the	DET
fis-1615	11	73	impact	impact	NOUN
fis-1615	11	74	of	of	ADP
fis-1615	11	75	medium	medium	ADJ
fis-1615	11	76	and	and	CCONJ
fis-1615	11	77	high	high	ADJ
fis-1615	11	78	strain	strain	NOUN
fis-1615	11	79	-	-	PUNCT
fis-1615	11	80	load	load	NOUN
fis-1615	12	1	[	[	X
fis-1615	12	2	2	2	NUM
fis-1615	12	3	]	]	PUNCT
fis-1615	12	4	,	,	PUNCT
fis-1615	12	5	more	more	ADJ
fis-1615	12	6	and	and	CCONJ
fis-1615	12	7	more	more	ADJ
fis-1615	12	8	experts	expert	NOUN
fis-1615	12	9	and	and	CCONJ
fis-1615	12	10	scholars	scholar	NOUN
fis-1615	12	11	devote	devote	VERB
fis-1615	12	12	themselves	themselves	PRON
fis-1615	12	13	to	to	ADP
fis-1615	12	14	deep	deep	ADJ
fis-1615	12	15	study	study	NOUN
fis-1615	12	16	of	of	ADP
fis-1615	12	17	dynamic	dynamic	ADJ
fis-1615	12	18	mechanical	mechanical	ADJ
fis-1615	12	19	properties	property	NOUN
fis-1615	12	20	of	of	ADP
fis-1615	12	21	rock	rock	NOUN
fis-1615	12	22	materials	material	NOUN
fis-1615	12	23	.	.	PUNCT
fis-1615	13	1	compared	compare	VERB
fis-1615	13	2	to	to	ADP
fis-1615	13	3	statics	statics	PROPN
fis-1615	13	4	of	of	ADP
fis-1615	13	5	rock	rock	NOUN
fis-1615	13	6	materials	material	NOUN
fis-1615	13	7	,	,	PUNCT
fis-1615	13	8	difficulties	difficulty	NOUN
fis-1615	13	9	encountered	encounter	VERB
fis-1615	13	10	by	by	ADP
fis-1615	13	11	works	work	NOUN
fis-1615	13	12	on	on	ADP
fis-1615	13	13	dynamics	dynamic	NOUN
fis-1615	13	14	are	be	AUX
fis-1615	13	15	tougher	tough	ADJ
fis-1615	13	16	.	.	PUNCT
fis-1615	14	1	in	in	ADP
fis-1615	14	2	the	the	DET
fis-1615	14	3	perspective	perspective	NOUN
fis-1615	14	4	of	of	ADP
fis-1615	14	5	mechanical	mechanical	ADJ
fis-1615	14	6	analysis	analysis	NOUN
fis-1615	14	7	alone	alone	ADV
fis-1615	14	8	,	,	PUNCT
fis-1615	14	9	knowledge	knowledge	NOUN
fis-1615	14	10	theories	theory	NOUN
fis-1615	14	11	of	of	ADP
fis-1615	14	12	physics	physics	NOUN
fis-1615	14	13	and	and	CCONJ
fis-1615	14	14	mathematics	mathematic	NOUN
fis-1615	14	15	are	be	AUX
fis-1615	14	16	more	more	ADV
fis-1615	14	17	complicated	complicated	ADJ
fis-1615	14	18	[	[	X
fis-1615	14	19	3	3	NUM
fis-1615	14	20	]	]	PUNCT
fis-1615	14	21	.	.	PUNCT
fis-1615	15	1	consequently	consequently	ADV
fis-1615	15	2	,	,	PUNCT
fis-1615	15	3	research	research	NOUN
fis-1615	15	4	on	on	ADP
fis-1615	15	5	mechanics	mechanic	NOUN
fis-1615	15	6	of	of	ADP
fis-1615	15	7	rock	rock	NOUN
fis-1615	15	8	materials	material	NOUN
fis-1615	15	9	has	have	AUX
fis-1615	15	10	still	still	ADV
fis-1615	15	11	remained	remain	VERB
fis-1615	15	12	at	at	ADP
fis-1615	15	13	immature	immature	ADJ
fis-1615	15	14	stage	stage	NOUN
fis-1615	15	15	,	,	PUNCT
fis-1615	15	16	and	and	CCONJ
fis-1615	15	17	what	what	PRON
fis-1615	15	18	is	be	AUX
fis-1615	15	19	worse	bad	ADJ
fis-1615	15	20	,	,	PUNCT
fis-1615	15	21	some	some	DET
fis-1615	15	22	related	related	ADJ
fis-1615	15	23	areas	area	NOUN
fis-1615	15	24	are	be	AUX
fis-1615	15	25	just	just	ADV
fis-1615	15	26	started	start	VERB
fis-1615	15	27	.	.	PUNCT
fis-1615	16	1	concrete	concrete	ADJ
fis-1615	16	2	and	and	CCONJ
fis-1615	16	3	rock	rock	NOUN
fis-1615	16	4	are	be	AUX
fis-1615	16	5	two	two	NUM
fis-1615	16	6	kinds	kind	NOUN
fis-1615	16	7	of	of	ADP
fis-1615	16	8	the	the	DET
fis-1615	16	9	most	most	ADV
fis-1615	16	10	commonly	commonly	ADV
fis-1615	16	11	seen	see	VERB
fis-1615	16	12	materials	material	NOUN
fis-1615	16	13	among	among	ADP
fis-1615	16	14	rock	rock	NOUN
fis-1615	16	15	materials	material	NOUN
fis-1615	16	16	which	which	PRON
fis-1615	16	17	are	be	AUX
fis-1615	16	18	usually	usually	ADV
fis-1615	16	19	combined	combine	VERB
fis-1615	16	20	used	use	VERB
fis-1615	16	21	in	in	ADP
fis-1615	16	22	engineering	engineering	NOUN
fis-1615	16	23	practice	practice	NOUN
fis-1615	16	24	,	,	PUNCT
fis-1615	16	25	such	such	ADJ
fis-1615	16	26	as	as	ADP
fis-1615	16	27	airport	airport	NOUN
fis-1615	16	28	pavement	pavement	NOUN
fis-1615	16	29	engineering	engineering	NOUN
fis-1615	16	30	,	,	PUNCT
fis-1615	16	31	ground	ground	NOUN
fis-1615	16	32	foundation	foundation	NOUN
fis-1615	16	33	engineering	engineering	NOUN
fis-1615	16	34	and	and	CCONJ
fis-1615	16	35	mine	mine	NOUN
fis-1615	16	36	resource	resource	NOUN
fis-1615	16	37	s	s	PART
fis-1615	16	38	x.	x.	NOUN
fis-1615	16	39	zhengbing	zhengbe	VERB
fis-1615	16	40	et	et	NOUN
fis-1615	16	41	alii	alii	PROPN
fis-1615	16	42	,	,	PUNCT
fis-1615	16	43	frattura	frattura	PROPN
fis-1615	16	44	ed	ed	PROPN
fis-1615	16	45	integrità	integrità	PROPN
fis-1615	16	46	strutturale	strutturale	PROPN
fis-1615	16	47	,	,	PUNCT
fis-1615	16	48	34	34	NUM
fis-1615	16	49	(	(	PUNCT
fis-1615	16	50	2015	2015	NUM
fis-1615	16	51	)	)	PUNCT
fis-1615	16	52	574	574	NUM
fis-1615	16	53	-	-	SYM
fis-1615	16	54	579	579	NUM
fis-1615	16	55	;	;	PUNCT
fis-1615	16	56	doi	doi	NOUN
fis-1615	16	57	:	:	PUNCT
fis-1615	16	58	10.3221	10.3221	NUM
fis-1615	16	59	/	/	SYM
fis-1615	16	60	igf	igf	PROPN
fis-1615	16	61	-	-	ADJ
fis-1615	16	62	esis.34.63	esis.34.63	PROPN
fis-1615	16	63	575	575	NUM
fis-1615	16	64	exploitation	exploitation	NOUN
fis-1615	16	65	.	.	PUNCT
fis-1615	17	1	thus	thus	ADV
fis-1615	17	2	to	to	PART
fis-1615	17	3	meet	meet	VERB
fis-1615	17	4	the	the	DET
fis-1615	17	5	demand	demand	NOUN
fis-1615	17	6	of	of	ADP
fis-1615	17	7	engineering	engineering	NOUN
fis-1615	17	8	more	more	ADV
fis-1615	17	9	effectively	effectively	ADV
fis-1615	17	10	,	,	PUNCT
fis-1615	17	11	the	the	DET
fis-1615	17	12	key	key	ADJ
fis-1615	17	13	point	point	NOUN
fis-1615	17	14	lies	lie	VERB
fis-1615	17	15	on	on	ADP
fis-1615	17	16	the	the	DET
fis-1615	17	17	comparative	comparative	ADJ
fis-1615	17	18	study	study	NOUN
fis-1615	17	19	of	of	ADP
fis-1615	17	20	mechanical	mechanical	ADJ
fis-1615	17	21	performance	performance	NOUN
fis-1615	17	22	of	of	ADP
fis-1615	17	23	concrete	concrete	NOUN
fis-1615	17	24	and	and	CCONJ
fis-1615	17	25	rock	rock	NOUN
fis-1615	17	26	[	[	X
fis-1615	17	27	4	4	NUM
fis-1615	17	28	]	]	PUNCT
fis-1615	17	29	.	.	PUNCT
fis-1615	18	1	but	but	CCONJ
fis-1615	18	2	scholars	scholar	NOUN
fis-1615	18	3	tend	tend	VERB
fis-1615	18	4	to	to	PART
fis-1615	18	5	focus	focus	VERB
fis-1615	18	6	more	more	ADV
fis-1615	18	7	on	on	ADP
fis-1615	18	8	static	static	ADJ
fis-1615	18	9	characteristics	characteristic	NOUN
fis-1615	18	10	of	of	ADP
fis-1615	18	11	concrete	concrete	NOUN
fis-1615	18	12	and	and	CCONJ
fis-1615	18	13	rock	rock	NOUN
fis-1615	18	14	[	[	X
fis-1615	18	15	5	5	NUM
fis-1615	18	16	,	,	PUNCT
fis-1615	18	17	6	6	NUM
fis-1615	18	18	]	]	PUNCT
fis-1615	18	19	rather	rather	ADV
fis-1615	18	20	than	than	ADP
fis-1615	18	21	dynamic	dynamic	ADJ
fis-1615	18	22	mechanical	mechanical	ADJ
fis-1615	18	23	performance	performance	NOUN
fis-1615	18	24	of	of	ADP
fis-1615	18	25	them	they	PRON
fis-1615	18	26	.	.	PUNCT
fis-1615	19	1	furthermore	furthermore	ADV
fis-1615	19	2	,	,	PUNCT
fis-1615	19	3	literatures	literature	NOUN
fis-1615	19	4	about	about	ADP
fis-1615	19	5	comparison	comparison	NOUN
fis-1615	19	6	of	of	ADP
fis-1615	19	7	mechanical	mechanical	ADJ
fis-1615	19	8	performance	performance	NOUN
fis-1615	19	9	of	of	ADP
fis-1615	19	10	them	they	PRON
fis-1615	19	11	together	together	ADV
fis-1615	19	12	are	be	AUX
fis-1615	19	13	seldom	seldom	ADV
fis-1615	19	14	reported	report	VERB
fis-1615	19	15	though	though	SCONJ
fis-1615	19	16	many	many	ADJ
fis-1615	19	17	scholars	scholar	NOUN
fis-1615	19	18	have	have	AUX
fis-1615	19	19	carried	carry	VERB
fis-1615	19	20	out	out	ADP
fis-1615	19	21	related	related	ADJ
fis-1615	19	22	researches	research	NOUN
fis-1615	19	23	.	.	PUNCT
fis-1615	20	1	through	through	ADP
fis-1615	20	2	comparing	compare	VERB
fis-1615	20	3	mechanical	mechanical	ADJ
fis-1615	20	4	performance	performance	NOUN
fis-1615	20	5	of	of	ADP
fis-1615	20	6	concrete	concrete	NOUN
fis-1615	20	7	and	and	CCONJ
fis-1615	20	8	rock	rock	NOUN
fis-1615	20	9	under	under	ADP
fis-1615	20	10	impact	impact	NOUN
fis-1615	20	11	load	load	NOUN
fis-1615	20	12	,	,	PUNCT
fis-1615	20	13	this	this	DET
fis-1615	20	14	study	study	NOUN
fis-1615	20	15	further	far	ADV
fis-1615	20	16	analyzed	analyze	VERB
fis-1615	20	17	their	their	PRON
fis-1615	20	18	damage	damage	NOUN
fis-1615	20	19	mechanism	mechanism	NOUN
fis-1615	20	20	,	,	PUNCT
fis-1615	20	21	aiming	aim	VERB
fis-1615	20	22	to	to	PART
fis-1615	20	23	offer	offer	VERB
fis-1615	20	24	more	more	ADJ
fis-1615	20	25	theoretical	theoretical	ADJ
fis-1615	20	26	reference	reference	NOUN
fis-1615	20	27	for	for	ADP
fis-1615	20	28	dynamic	dynamic	ADJ
fis-1615	20	29	load	load	NOUN
fis-1615	20	30	carrying	carry	VERB
fis-1615	20	31	of	of	ADP
fis-1615	20	32	practical	practical	ADJ
fis-1615	20	33	structural	structural	ADJ
fis-1615	20	34	engineering	engineering	NOUN
fis-1615	20	35	.	.	PUNCT
fis-1615	21	1	overview	overview	NOUN
fis-1615	21	2	of	of	ADP
fis-1615	21	3	mechanical	mechanical	ADJ
fis-1615	21	4	characteristics	characteristic	NOUN
fis-1615	21	5	of	of	ADP
fis-1615	21	6	rock	rock	NOUN
fis-1615	21	7	materials	material	NOUN
fis-1615	21	8	tudy	tudy	NOUN
fis-1615	21	9	of	of	ADP
fis-1615	21	10	dynamic	dynamic	ADJ
fis-1615	21	11	mechanical	mechanical	ADJ
fis-1615	21	12	characteristics	characteristic	NOUN
fis-1615	21	13	of	of	ADP
fis-1615	21	14	rock	rock	NOUN
fis-1615	21	15	materials	material	NOUN
fis-1615	21	16	mainly	mainly	ADV
fis-1615	21	17	includes	include	VERB
fis-1615	21	18	three	three	NUM
fis-1615	21	19	aspects	aspect	NOUN
fis-1615	21	20	,	,	PUNCT
fis-1615	21	21	i.e.	i.e.	X
fis-1615	21	22	,	,	PUNCT
fis-1615	21	23	dynamic	dynamic	ADJ
fis-1615	21	24	input	input	NOUN
fis-1615	21	25	,	,	PUNCT
fis-1615	21	26	analysis	analysis	NOUN
fis-1615	21	27	of	of	ADP
fis-1615	21	28	dynamic	dynamic	ADJ
fis-1615	21	29	mechanical	mechanical	ADJ
fis-1615	21	30	characteristics	characteristic	NOUN
fis-1615	21	31	of	of	ADP
fis-1615	21	32	materials	material	NOUN
fis-1615	21	33	and	and	CCONJ
fis-1615	21	34	dynamic	dynamic	ADJ
fis-1615	21	35	respond	respond	NOUN
fis-1615	21	36	analysis	analysis	NOUN
fis-1615	21	37	of	of	ADP
fis-1615	21	38	structure	structure	NOUN
fis-1615	21	39	of	of	ADP
fis-1615	21	40	rocks	rock	NOUN
fis-1615	21	41	[	[	X
fis-1615	21	42	7	7	NUM
fis-1615	21	43	]	]	PUNCT
fis-1615	21	44	.	.	PUNCT
fis-1615	22	1	study	study	NOUN
fis-1615	22	2	of	of	ADP
fis-1615	22	3	structural	structural	ADJ
fis-1615	22	4	dynamics	dynamic	NOUN
fis-1615	22	5	has	have	AUX
fis-1615	22	6	acquired	acquire	VERB
fis-1615	22	7	substantial	substantial	ADJ
fis-1615	22	8	breakthrough	breakthrough	NOUN
fis-1615	22	9	,	,	PUNCT
fis-1615	22	10	because	because	SCONJ
fis-1615	22	11	only	only	ADV
fis-1615	22	12	one	one	NUM
fis-1615	22	13	experiment	experiment	NOUN
fis-1615	22	14	is	be	AUX
fis-1615	22	15	enough	enough	ADJ
fis-1615	22	16	to	to	PART
fis-1615	22	17	effectively	effectively	ADV
fis-1615	22	18	stimulate	stimulate	VERB
fis-1615	22	19	all	all	DET
fis-1615	22	20	influence	influence	NOUN
fis-1615	22	21	factors	factor	NOUN
fis-1615	22	22	to	to	PART
fis-1615	22	23	reflect	reflect	VERB
fis-1615	22	24	actual	actual	ADJ
fis-1615	22	25	situation	situation	NOUN
fis-1615	22	26	of	of	ADP
fis-1615	22	27	structure	structure	NOUN
fis-1615	22	28	,	,	PUNCT
fis-1615	22	29	benefiting	benefit	VERB
fis-1615	22	30	from	from	ADP
fis-1615	22	31	the	the	DET
fis-1615	22	32	innovation	innovation	NOUN
fis-1615	22	33	of	of	ADP
fis-1615	22	34	experimental	experimental	ADJ
fis-1615	22	35	instruments	instrument	NOUN
fis-1615	22	36	and	and	CCONJ
fis-1615	22	37	test	test	NOUN
fis-1615	22	38	technology	technology	NOUN
fis-1615	22	39	,	,	PUNCT
fis-1615	22	40	enhancement	enhancement	NOUN
fis-1615	22	41	of	of	ADP
fis-1615	22	42	dynamic	dynamic	ADJ
fis-1615	22	43	theory	theory	NOUN
fis-1615	22	44	and	and	CCONJ
fis-1615	22	45	remarkable	remarkable	ADJ
fis-1615	22	46	results	result	NOUN
fis-1615	22	47	of	of	ADP
fis-1615	22	48	structural	structural	ADJ
fis-1615	22	49	mechanical	mechanical	ADJ
fis-1615	22	50	model	model	NOUN
fis-1615	22	51	experiment	experiment	NOUN
fis-1615	22	52	.	.	PUNCT
fis-1615	23	1	relatively	relatively	ADV
fis-1615	23	2	speaking	speak	VERB
fis-1615	23	3	,	,	PUNCT
fis-1615	23	4	analysis	analysis	NOUN
fis-1615	23	5	dynamic	dynamic	ADJ
fis-1615	23	6	input	input	NOUN
fis-1615	23	7	and	and	CCONJ
fis-1615	23	8	dynamic	dynamic	ADJ
fis-1615	23	9	mechanical	mechanical	ADJ
fis-1615	23	10	characteristics	characteristic	NOUN
fis-1615	23	11	is	be	AUX
fis-1615	23	12	weak	weak	ADJ
fis-1615	23	13	,	,	PUNCT
fis-1615	23	14	as	as	SCONJ
fis-1615	23	15	related	related	ADJ
fis-1615	23	16	research	research	NOUN
fis-1615	23	17	is	be	AUX
fis-1615	23	18	not	not	PART
fis-1615	23	19	deep	deep	ADJ
fis-1615	23	20	enough	enough	ADV
fis-1615	23	21	and	and	CCONJ
fis-1615	23	22	many	many	ADJ
fis-1615	23	23	basic	basic	ADJ
fis-1615	23	24	issues	issue	NOUN
fis-1615	23	25	are	be	AUX
fis-1615	23	26	still	still	ADV
fis-1615	23	27	being	be	AUX
fis-1615	23	28	explored	explore	VERB
fis-1615	23	29	.	.	PUNCT
fis-1615	24	1	an	an	DET
fis-1615	24	2	important	important	ADJ
fis-1615	24	3	research	research	NOUN
fis-1615	24	4	direction	direction	NOUN
fis-1615	24	5	exists	exist	VERB
fis-1615	24	6	in	in	ADP
fis-1615	24	7	study	study	NOUN
fis-1615	24	8	of	of	ADP
fis-1615	24	9	dynamic	dynamic	ADJ
fis-1615	24	10	mechanical	mechanical	ADJ
fis-1615	24	11	performance	performance	NOUN
fis-1615	24	12	of	of	ADP
fis-1615	24	13	rock	rock	NOUN
fis-1615	24	14	materials	material	NOUN
fis-1615	24	15	,	,	PUNCT
fis-1615	24	16	i.e.	i.e.	X
fis-1615	24	17	,	,	PUNCT
fis-1615	24	18	correlation	correlation	NOUN
fis-1615	24	19	rule	rule	NOUN
fis-1615	24	20	of	of	ADP
fis-1615	24	21	strain	strain	NOUN
fis-1615	24	22	rate	rate	NOUN
fis-1615	24	23	of	of	ADP
fis-1615	24	24	dynamic	dynamic	ADJ
fis-1615	24	25	performance	performance	NOUN
fis-1615	24	26	of	of	ADP
fis-1615	24	27	materials	material	NOUN
fis-1615	24	28	.	.	PUNCT
fis-1615	25	1	a	a	DET
fis-1615	25	2	large	large	ADJ
fis-1615	25	3	amount	amount	NOUN
fis-1615	25	4	of	of	ADP
fis-1615	25	5	previous	previous	ADJ
fis-1615	25	6	comparative	comparative	ADJ
fis-1615	25	7	analysis	analysis	NOUN
fis-1615	25	8	of	of	ADP
fis-1615	25	9	dynamic	dynamic	ADJ
fis-1615	25	10	and	and	CCONJ
fis-1615	25	11	static	static	ADJ
fis-1615	25	12	experimental	experimental	ADJ
fis-1615	25	13	results	result	NOUN
fis-1615	25	14	of	of	ADP
fis-1615	25	15	rock	rock	NOUN
fis-1615	25	16	materials	material	NOUN
fis-1615	25	17	[	[	X
fis-1615	25	18	8	8	NUM
fis-1615	25	19	]	]	PUNCT
fis-1615	25	20	suggest	suggest	VERB
fis-1615	25	21	that	that	SCONJ
fis-1615	25	22	,	,	PUNCT
fis-1615	25	23	strain	strain	NOUN
fis-1615	25	24	rate	rate	NOUN
fis-1615	25	25	is	be	AUX
fis-1615	25	26	closely	closely	ADV
fis-1615	25	27	correlated	correlate	VERB
fis-1615	25	28	with	with	ADP
fis-1615	25	29	performance	performance	NOUN
fis-1615	25	30	of	of	ADP
fis-1615	25	31	materials	material	NOUN
fis-1615	25	32	,	,	PUNCT
fis-1615	25	33	and	and	CCONJ
fis-1615	25	34	the	the	DET
fis-1615	25	35	correlation	correlation	NOUN
fis-1615	25	36	has	have	AUX
fis-1615	25	37	recognized	recognize	VERB
fis-1615	25	38	by	by	ADP
fis-1615	25	39	most	most	ADJ
fis-1615	25	40	experts	expert	NOUN
fis-1615	25	41	and	and	CCONJ
fis-1615	25	42	scholars	scholar	NOUN
fis-1615	25	43	.	.	PUNCT
fis-1615	26	1	however	however	ADV
fis-1615	26	2	,	,	PUNCT
fis-1615	26	3	issues	issue	NOUN
fis-1615	26	4	concerning	concern	VERB
fis-1615	26	5	how	how	SCONJ
fis-1615	26	6	strain	strain	ADJ
fis-1615	26	7	rate	rate	NOUN
fis-1615	26	8	impacts	impact	NOUN
fis-1615	26	9	performance	performance	NOUN
fis-1615	26	10	of	of	ADP
fis-1615	26	11	materials	material	NOUN
fis-1615	26	12	and	and	CCONJ
fis-1615	26	13	what	what	PRON
fis-1615	26	14	is	be	AUX
fis-1615	26	15	the	the	DET
fis-1615	26	16	rule	rule	NOUN
fis-1615	26	17	have	have	AUX
fis-1615	26	18	not	not	PART
fis-1615	26	19	been	be	AUX
fis-1615	26	20	unified	unify	VERB
fis-1615	26	21	in	in	ADP
fis-1615	26	22	academic	academic	ADJ
fis-1615	26	23	field	field	NOUN
fis-1615	26	24	,	,	PUNCT
fis-1615	26	25	and	and	CCONJ
fis-1615	26	26	moreover	moreover	ADV
fis-1615	26	27	,	,	PUNCT
fis-1615	26	28	related	related	ADJ
fis-1615	26	29	research	research	NOUN
fis-1615	26	30	is	be	AUX
fis-1615	26	31	still	still	ADV
fis-1615	26	32	remained	remain	VERB
fis-1615	26	33	at	at	ADP
fis-1615	26	34	impact	impact	NOUN
fis-1615	26	35	of	of	ADP
fis-1615	26	36	material	material	NOUN
fis-1615	26	37	strength	strength	NOUN
fis-1615	26	38	,	,	PUNCT
fis-1615	26	39	such	such	ADJ
fis-1615	26	40	as	as	ADP
fis-1615	26	41	impact	impact	NOUN
fis-1615	26	42	on	on	ADP
fis-1615	26	43	dynamic	dynamic	ADJ
fis-1615	26	44	fracture	fracture	NOUN
fis-1615	26	45	character	character	NOUN
fis-1615	26	46	and	and	CCONJ
fis-1615	26	47	deformation	deformation	NOUN
fis-1615	26	48	characteristics	characteristic	NOUN
fis-1615	26	49	and	and	CCONJ
fis-1615	26	50	sensitivity	sensitivity	NOUN
fis-1615	26	51	of	of	ADP
fis-1615	26	52	micro	micro	ADJ
fis-1615	26	53	-	-	ADJ
fis-1615	26	54	structure	structure	ADJ
fis-1615	26	55	dynamic	dynamic	ADJ
fis-1615	26	56	characteristics	characteristic	NOUN
fis-1615	26	57	of	of	ADP
fis-1615	26	58	different	different	ADJ
fis-1615	26	59	materials	material	NOUN
fis-1615	26	60	to	to	PART
fis-1615	26	61	strain	strain	VERB
fis-1615	26	62	rate	rate	NOUN
fis-1615	26	63	.	.	PUNCT
fis-1615	27	1	comparative	comparative	ADJ
fis-1615	27	2	experiment	experiment	NOUN
fis-1615	27	3	of	of	ADP
fis-1615	27	4	dynamic	dynamic	ADJ
fis-1615	27	5	mechanical	mechanical	ADJ
fis-1615	27	6	performance	performance	NOUN
fis-1615	27	7	of	of	ADP
fis-1615	27	8	concrete	concrete	ADJ
fis-1615	27	9	and	and	CCONJ
fis-1615	27	10	rock	rock	NOUN
fis-1615	27	11	experimental	experimental	ADJ
fis-1615	27	12	materials	material	NOUN
fis-1615	27	13	oncrete	oncrete	PROPN
fis-1615	27	14	used	use	VERB
fis-1615	27	15	is	be	AUX
fis-1615	27	16	ordinary	ordinary	ADJ
fis-1615	27	17	silicate	silicate	ADJ
fis-1615	27	18	concrete	concrete	ADJ
fis-1615	27	19	composing	composing	NOUN
fis-1615	27	20	of	of	ADP
fis-1615	27	21	water	water	NOUN
fis-1615	27	22	,	,	PUNCT
fis-1615	27	23	ordinary	ordinary	ADJ
fis-1615	27	24	portland	portland	PROPN
fis-1615	27	25	cement	cement	NOUN
fis-1615	27	26	,	,	PUNCT
fis-1615	27	27	coal	coal	NOUN
fis-1615	27	28	ash	ash	NOUN
fis-1615	27	29	,	,	PUNCT
fis-1615	27	30	silica	silica	NOUN
fis-1615	27	31	fume	fume	NOUN
fis-1615	27	32	,	,	PUNCT
fis-1615	27	33	macadam	macadam	NOUN
fis-1615	27	34	,	,	PUNCT
fis-1615	27	35	sand	sand	NOUN
fis-1615	27	36	and	and	CCONJ
fis-1615	27	37	water	water	NOUN
fis-1615	27	38	reducing	reduce	VERB
fis-1615	27	39	agent	agent	NOUN
fis-1615	27	40	.	.	PUNCT
fis-1615	28	1	detailed	detailed	ADJ
fis-1615	28	2	proportion	proportion	NOUN
fis-1615	28	3	is	be	AUX
fis-1615	28	4	shown	show	VERB
fis-1615	28	5	in	in	ADP
fis-1615	28	6	tab	tab	NOUN
fis-1615	28	7	.	.	PUNCT
fis-1615	29	1	1	1	X
fis-1615	29	2	.	.	X
fis-1615	29	3	water	water	NOUN
fis-1615	29	4	cement	cement	NOUN
fis-1615	29	5	coal	coal	NOUN
fis-1615	29	6	ash	ash	NOUN
fis-1615	29	7	silica	silica	NOUN
fis-1615	29	8	fume	fume	NOUN
fis-1615	29	9	macadam	macadam	NOUN
fis-1615	29	10	sand	sand	NOUN
fis-1615	29	11	water	water	NOUN
fis-1615	29	12	reducing	reduce	VERB
fis-1615	29	13	agent	agent	NOUN
fis-1615	29	14	180	180	NUM
fis-1615	29	15	375	375	NUM
fis-1615	29	16	125	125	NUM
fis-1615	29	17	25	25	NUM
fis-1615	29	18	690	690	NUM
fis-1615	29	19	1030	1030	NUM
fis-1615	29	20	5	5	NUM
fis-1615	29	21	table	table	NOUN
fis-1615	29	22	1	1	NUM
fis-1615	29	23	:	:	PUNCT
fis-1615	29	24	proportion	proportion	NOUN
fis-1615	29	25	of	of	ADP
fis-1615	29	26	different	different	ADJ
fis-1615	29	27	components	component	NOUN
fis-1615	29	28	of	of	ADP
fis-1615	29	29	ordinary	ordinary	ADJ
fis-1615	29	30	silicate	silicate	ADJ
fis-1615	29	31	concrete	concrete	NOUN
fis-1615	29	32	(	(	PUNCT
fis-1615	29	33	kg	kg	NOUN
fis-1615	29	34	/	/	SYM
fis-1615	29	35	m3	m3	PROPN
fis-1615	29	36	)	)	PUNCT
fis-1615	29	37	.	.	PUNCT
fis-1615	30	1	rock	rock	NOUN
fis-1615	30	2	used	use	VERB
fis-1615	30	3	is	be	AUX
fis-1615	30	4	unweathered	unweathered	ADJ
fis-1615	30	5	natural	natural	ADJ
fis-1615	30	6	sandstone	sandstone	NOUN
fis-1615	30	7	taken	take	VERB
fis-1615	30	8	from	from	ADP
fis-1615	30	9	qinling	qinle	VERB
fis-1615	30	10	mountains	mountain	NOUN
fis-1615	30	11	with	with	ADP
fis-1615	30	12	field	field	NOUN
fis-1615	30	13	sampling	sample	VERB
fis-1615	30	14	method	method	NOUN
fis-1615	30	15	.	.	PUNCT
fis-1615	31	1	it	it	PRON
fis-1615	31	2	is	be	AUX
fis-1615	31	3	mainly	mainly	ADV
fis-1615	31	4	composed	compose	VERB
fis-1615	31	5	of	of	ADP
fis-1615	31	6	quartz	quartz	NOUN
fis-1615	31	7	and	and	CCONJ
fis-1615	31	8	calcite	calcite	NOUN
fis-1615	31	9	and	and	CCONJ
fis-1615	31	10	shows	show	VERB
fis-1615	31	11	up	up	ADP
fis-1615	31	12	white	white	ADJ
fis-1615	31	13	color	color	NOUN
fis-1615	31	14	.	.	PUNCT
fis-1615	32	1	detailed	detailed	ADJ
fis-1615	32	2	components	component	NOUN
fis-1615	32	3	are	be	AUX
fis-1615	32	4	presented	present	VERB
fis-1615	32	5	in	in	ADP
fis-1615	32	6	tab	tab	NOUN
fis-1615	32	7	.	.	PUNCT
fis-1615	33	1	2	2	X
fis-1615	33	2	.	.	X
fis-1615	33	3	components	component	NOUN
fis-1615	33	4	quartz	quartz	PROPN
fis-1615	33	5	calcite	calcite	PROPN
fis-1615	33	6	plagioclase	plagioclase	PROPN
fis-1615	33	7	potassium	potassium	NOUN
fis-1615	33	8	feldspar	feldspar	NOUN
fis-1615	33	9	montmorillonite	montmorillonite	PROPN
fis-1615	33	10	chlorite	chlorite	ADJ
fis-1615	33	11	illite	illite	NOUN
fis-1615	33	12	dolomite	dolomite	ADJ
fis-1615	33	13	content	content	NOUN
fis-1615	33	14	(	(	PUNCT
fis-1615	33	15	%	%	INTJ
fis-1615	33	16	)	)	PUNCT
fis-1615	33	17	52	52	NUM
fis-1615	33	18	27	27	NUM
fis-1615	33	19	8	8	NUM
fis-1615	33	20	6	6	NUM
fis-1615	33	21	1	1	NUM
fis-1615	33	22	2	2	NUM
fis-1615	33	23	3	3	NUM
fis-1615	33	24	1	1	NUM
fis-1615	33	25	table	table	NOUN
fis-1615	33	26	2	2	NUM
fis-1615	33	27	:	:	PUNCT
fis-1615	33	28	component	component	NOUN
fis-1615	33	29	of	of	ADP
fis-1615	33	30	sandstone	sandstone	NOUN
fis-1615	33	31	.	.	PUNCT
fis-1615	34	1	experimental	experimental	ADJ
fis-1615	34	2	equipment	equipment	NOUN
fis-1615	34	3	and	and	CCONJ
fis-1615	34	4	method	method	NOUN
fis-1615	34	5	split	split	VERB
fis-1615	34	6	hopkinson	hopkinson	PROPN
fis-1615	34	7	pressure	pressure	NOUN
fis-1615	34	8	bar	bar	NOUN
fis-1615	34	9	(	(	PUNCT
fis-1615	34	10	shpb	shpb	NOUN
fis-1615	34	11	)	)	PUNCT
fis-1615	34	12	(	(	PUNCT
fis-1615	34	13	diameter	diameter	NOUN
fis-1615	34	14	100	100	NUM
fis-1615	34	15	mm	mm	NOUN
fis-1615	34	16	)	)	PUNCT
fis-1615	34	17	made	make	VERB
fis-1615	34	18	up	up	ADP
fis-1615	34	19	of	of	ADP
fis-1615	34	20	three	three	NUM
fis-1615	34	21	parts	part	NOUN
fis-1615	34	22	,	,	PUNCT
fis-1615	34	23	main	main	ADJ
fis-1615	34	24	equipment	equipment	NOUN
fis-1615	34	25	,	,	PUNCT
fis-1615	34	26	energy	energy	NOUN
fis-1615	34	27	system	system	NOUN
fis-1615	34	28	and	and	CCONJ
fis-1615	34	29	test	test	NOUN
fis-1615	34	30	system	system	NOUN
fis-1615	34	31	is	be	AUX
fis-1615	34	32	the	the	DET
fis-1615	34	33	main	main	ADJ
fis-1615	34	34	equipment	equipment	NOUN
fis-1615	34	35	for	for	ADP
fis-1615	34	36	dynamic	dynamic	ADJ
fis-1615	34	37	compression	compression	NOUN
fis-1615	34	38	test	test	NOUN
fis-1615	34	39	[	[	X
fis-1615	34	40	9	9	NUM
fis-1615	34	41	]	]	PUNCT
fis-1615	34	42	.	.	PUNCT
fis-1615	35	1	sample	sample	NOUN
fis-1615	35	2	of	of	ADP
fis-1615	35	3	concrete	concrete	NOUN
fis-1615	35	4	and	and	CCONJ
fis-1615	35	5	rock	rock	NOUN
fis-1615	35	6	is	be	AUX
fis-1615	35	7	obtained	obtain	VERB
fis-1615	35	8	through	through	ADP
fis-1615	35	9	several	several	ADJ
fis-1615	35	10	professional	professional	ADJ
fis-1615	35	11	procedures	procedure	NOUN
fis-1615	35	12	.	.	PUNCT
fis-1615	36	1	first	first	ADV
fis-1615	36	2	,	,	PUNCT
fis-1615	36	3	samples	sample	NOUN
fis-1615	36	4	are	be	AUX
fis-1615	36	5	taken	take	VERB
fis-1615	36	6	using	use	VERB
fis-1615	36	7	zs-100	zs-100	PROPN
fis-1615	36	8	upright	upright	ADJ
fis-1615	36	9	core	core	NOUN
fis-1615	36	10	drilling	drilling	NOUN
fis-1615	36	11	machine	machine	NOUN
fis-1615	36	12	,	,	PUNCT
fis-1615	36	13	then	then	ADV
fis-1615	36	14	cut	cut	VERB
fis-1615	36	15	by	by	ADP
fis-1615	36	16	dq-1	dq-1	VERB
fis-1615	36	17	cutting	cut	VERB
fis-1615	36	18	machine	machine	NOUN
fis-1615	36	19	.	.	PUNCT
fis-1615	37	1	(	(	PUNCT
fis-1615	37	2	the	the	DET
fis-1615	37	3	machine	machine	NOUN
fis-1615	37	4	can	can	AUX
fis-1615	37	5	be	be	AUX
fis-1615	37	6	applied	apply	VERB
fis-1615	37	7	in	in	ADP
fis-1615	37	8	fields	field	NOUN
fis-1615	37	9	like	like	ADP
fis-1615	37	10	petroleum	petroleum	NOUN
fis-1615	37	11	,	,	PUNCT
fis-1615	37	12	geology	geology	NOUN
fis-1615	37	13	,	,	PUNCT
fis-1615	37	14	metallurgy	metallurgy	NOUN
fis-1615	37	15	,	,	PUNCT
fis-1615	37	16	coal	coal	NOUN
fis-1615	37	17	and	and	CCONJ
fis-1615	37	18	exploration	exploration	NOUN
fis-1615	37	19	;	;	PUNCT
fis-1615	37	20	diameter	diameter	NOUN
fis-1615	37	21	of	of	ADP
fis-1615	37	22	blade	blade	NOUN
fis-1615	37	23	:	:	PUNCT
fis-1615	37	24	450	450	NUM
fis-1615	37	25	mm	mm	NOUN
fis-1615	37	26	or	or	CCONJ
fis-1615	37	27	500	500	NUM
fis-1615	37	28	mm	mm	NOUN
fis-1615	37	29	;	;	PUNCT
fis-1615	37	30	cutting	cut	VERB
fis-1615	37	31	scope	scope	NOUN
fis-1615	37	32	:	:	PUNCT
fis-1615	37	33	single	single	ADJ
fis-1615	37	34	blade	blade	NOUN
fis-1615	37	35	(	(	PUNCT
fis-1615	37	36	diameter	diameter	NOUN
fis-1615	37	37	500	500	NUM
fis-1615	37	38	mm	mm	NOUN
fis-1615	37	39	)	)	PUNCT
fis-1615	37	40	can	can	AUX
fis-1615	37	41	cut	cut	VERB
fis-1615	37	42	cylindrical	cylindrical	ADJ
fis-1615	37	43	rock	rock	NOUN
fis-1615	37	44	core	core	NOUN
fis-1615	37	45	with	with	ADP
fis-1615	37	46	a	a	DET
fis-1615	37	47	diameter	diameter	NOUN
fis-1615	37	48	of	of	ADP
fis-1615	37	49	s	s	PROPN
fis-1615	37	50	c	c	NOUN
fis-1615	37	51	x.	x.	NOUN
fis-1615	37	52	zhengbing	zhengbe	VERB
fis-1615	37	53	et	et	NOUN
fis-1615	37	54	alii	alii	PROPN
fis-1615	37	55	,	,	PUNCT
fis-1615	37	56	frattura	frattura	PROPN
fis-1615	37	57	ed	ed	PROPN
fis-1615	37	58	integrità	integrità	PROPN
fis-1615	37	59	strutturale	strutturale	PROPN
fis-1615	37	60	,	,	PUNCT
fis-1615	37	61	34	34	NUM
fis-1615	37	62	(	(	PUNCT
fis-1615	37	63	2015	2015	NUM
fis-1615	37	64	)	)	PUNCT
fis-1615	37	65	574	574	NUM
fis-1615	37	66	-	-	SYM
fis-1615	37	67	579	579	NUM
fis-1615	37	68	;	;	PUNCT
fis-1615	37	69	doi	doi	NOUN
fis-1615	37	70	:	:	PUNCT
fis-1615	37	71	10.3221	10.3221	NUM
fis-1615	37	72	/	/	SYM
fis-1615	37	73	igf	igf	PROPN
fis-1615	37	74	-	-	PUNCT
fis-1615	37	75	esis.34.63	esis.34.63	PROPN
fis-1615	37	76	576	576	NUM
fis-1615	37	77	25~180	25~180	NUM
fis-1615	37	78	mm	mm	NOUN
fis-1615	37	79	as	as	ADV
fis-1615	37	80	well	well	ADV
fis-1615	37	81	as	as	ADP
fis-1615	37	82	original	original	ADJ
fis-1615	37	83	rock	rock	NOUN
fis-1615	37	84	with	with	ADP
fis-1615	37	85	a	a	DET
fis-1615	37	86	size	size	NOUN
fis-1615	37	87	of	of	ADP
fis-1615	37	88	180	180	NUM
fis-1615	37	89	mm×180	mm×180	PROPN
fis-1615	37	90	mm×350	mm×350	PROPN
fis-1615	37	91	mm	mm	INTJ
fis-1615	37	92	,	,	PUNCT
fis-1615	37	93	while	while	SCONJ
fis-1615	37	94	double	double	ADJ
fis-1615	37	95	blade	blade	NOUN
fis-1615	37	96	(	(	PUNCT
fis-1615	37	97	diameter	diameter	NOUN
fis-1615	37	98	450	450	NUM
fis-1615	37	99	mm	mm	NOUN
fis-1615	37	100	)	)	PUNCT
fis-1615	37	101	can	can	AUX
fis-1615	37	102	cut	cut	VERB
fis-1615	37	103	square	square	ADJ
fis-1615	37	104	(	(	PUNCT
fis-1615	37	105	50	50	NUM
fis-1615	37	106	mm×50	mm×50	NOUN
fis-1615	37	107	mm	mm	NOUN
fis-1615	37	108	)	)	PUNCT
fis-1615	37	109	or	or	CCONJ
fis-1615	37	110	rectangle	rectangle	NOUN
fis-1615	37	111	(	(	PUNCT
fis-1615	37	112	50	50	NUM
fis-1615	37	113	mm×120	mm×120	PROPN
fis-1615	37	114	mm	mm	PROPN
fis-1615	37	115	)	)	PUNCT
fis-1615	37	116	;	;	PUNCT
fis-1615	37	117	power	power	NOUN
fis-1615	37	118	of	of	ADP
fis-1615	37	119	main	main	ADJ
fis-1615	37	120	motor	motor	NOUN
fis-1615	37	121	:	:	PUNCT
fis-1615	37	122	2.2	2.2	NUM
fis-1615	37	123	kilowatt	kilowatt	NOUN
fis-1615	37	124	;	;	PUNCT
fis-1615	37	125	power	power	NOUN
fis-1615	37	126	of	of	ADP
fis-1615	37	127	longitudinal	longitudinal	ADJ
fis-1615	37	128	motor	motor	NOUN
fis-1615	37	129	:	:	PUNCT
fis-1615	37	130	0.75	0.75	NUM
fis-1615	37	131	kilowatt	kilowatt	NOUN
fis-1615	37	132	)	)	PUNCT
fis-1615	37	133	and	and	CCONJ
fis-1615	37	134	finally	finally	ADV
fis-1615	37	135	polished	polish	VERB
fis-1615	37	136	by	by	ADP
fis-1615	37	137	shm-200	shm-200	NOUN
fis-1615	37	138	double	double	ADJ
fis-1615	37	139	-	-	PUNCT
fis-1615	37	140	end	end	NOUN
fis-1615	37	141	face	face	NOUN
fis-1615	37	142	stone	stone	NOUN
fis-1615	37	143	mill	mill	NOUN
fis-1615	37	144	.	.	PUNCT
fis-1615	38	1	after	after	ADP
fis-1615	38	2	sampling	sample	VERB
fis-1615	38	3	,	,	PUNCT
fis-1615	38	4	a	a	DET
fis-1615	38	5	cylinder	cylinder	NOUN
fis-1615	38	6	(	(	PUNCT
fis-1615	38	7	diameter	diameter	NOUN
fis-1615	38	8	100	100	NUM
fis-1615	38	9	mm×50	mm×50	ADV
fis-1615	38	10	mm	mm	NOUN
fis-1615	38	11	,	,	PUNCT
fis-1615	38	12	length	length	NOUN
fis-1615	38	13	-	-	PUNCT
fis-1615	38	14	diameter	diameter	NOUN
fis-1615	38	15	ratio	ratio	NOUN
fis-1615	38	16	1:2	1:2	NUM
fis-1615	38	17	)	)	PUNCT
fis-1615	38	18	is	be	AUX
fis-1615	38	19	used	use	VERB
fis-1615	38	20	for	for	ADP
fis-1615	38	21	experiment	experiment	NOUN
fis-1615	38	22	combining	combine	VERB
fis-1615	38	23	with	with	ADP
fis-1615	38	24	literatures	literature	NOUN
fis-1615	38	25	related	relate	VERB
fis-1615	38	26	to	to	ADP
fis-1615	38	27	dynamic	dynamic	ADJ
fis-1615	38	28	compression	compression	NOUN
fis-1615	38	29	test	test	NOUN
fis-1615	38	30	performed	perform	VERB
fis-1615	38	31	with	with	ADP
fis-1615	38	32	shpb	shpb	NOUN
fis-1615	38	33	.	.	PUNCT
fis-1615	39	1	five	five	NUM
fis-1615	39	2	different	different	ADJ
fis-1615	39	3	levels	level	NOUN
fis-1615	39	4	of	of	ADP
fis-1615	39	5	impact	impact	NOUN
fis-1615	39	6	load	load	NOUN
fis-1615	39	7	are	be	AUX
fis-1615	39	8	designed	design	VERB
fis-1615	39	9	for	for	ADP
fis-1615	39	10	two	two	NUM
fis-1615	39	11	materials	material	NOUN
fis-1615	39	12	.	.	PUNCT
fis-1615	40	1	every	every	DET
fis-1615	40	2	impact	impact	NOUN
fis-1615	40	3	load	load	NOUN
fis-1615	40	4	is	be	AUX
fis-1615	40	5	corresponding	correspond	VERB
fis-1615	40	6	to	to	ADP
fis-1615	40	7	one	one	NUM
fis-1615	40	8	strain	strain	NOUN
fis-1615	40	9	rate	rate	NOUN
fis-1615	40	10	and	and	CCONJ
fis-1615	40	11	every	every	DET
fis-1615	40	12	experiment	experiment	NOUN
fis-1615	40	13	is	be	AUX
fis-1615	40	14	repeated	repeat	VERB
fis-1615	40	15	thrice	thrice	NOUN
fis-1615	40	16	under	under	ADP
fis-1615	40	17	the	the	DET
fis-1615	40	18	same	same	ADJ
fis-1615	40	19	strain	strain	NOUN
fis-1615	40	20	rate	rate	NOUN
fis-1615	40	21	.	.	PUNCT
fis-1615	41	1	the	the	DET
fis-1615	41	2	most	most	ADV
fis-1615	41	3	reasonable	reasonable	ADJ
fis-1615	41	4	group	group	NOUN
fis-1615	41	5	of	of	ADP
fis-1615	41	6	data	datum	NOUN
fis-1615	41	7	is	be	AUX
fis-1615	41	8	selected	select	VERB
fis-1615	41	9	for	for	ADP
fis-1615	41	10	analysis	analysis	NOUN
fis-1615	41	11	after	after	ADP
fis-1615	41	12	comparing	compare	VERB
fis-1615	41	13	experimental	experimental	ADJ
fis-1615	41	14	data	datum	NOUN
fis-1615	41	15	in	in	ADP
fis-1615	41	16	every	every	DET
fis-1615	41	17	group	group	NOUN
fis-1615	41	18	.	.	PUNCT
fis-1615	42	1	experimental	experimental	ADJ
fis-1615	42	2	results	result	NOUN
fis-1615	42	3	tab	tab	PROPN
fis-1615	42	4	.	.	PUNCT
fis-1615	43	1	3	3	NUM
fis-1615	43	2	and	and	CCONJ
fis-1615	43	3	4	4	NUM
fis-1615	43	4	are	be	AUX
fis-1615	43	5	impact	impact	NOUN
fis-1615	43	6	test	test	NOUN
fis-1615	43	7	results	result	NOUN
fis-1615	43	8	of	of	ADP
fis-1615	43	9	concrete	concrete	NOUN
fis-1615	43	10	and	and	CCONJ
fis-1615	43	11	sandstone	sandstone	NOUN
fis-1615	43	12	obtained	obtain	VERB
fis-1615	43	13	under	under	ADP
fis-1615	43	14	five	five	NUM
fis-1615	43	15	different	different	ADJ
fis-1615	43	16	strain	strain	NOUN
fis-1615	43	17	rates	rate	NOUN
fis-1615	43	18	respectively	respectively	ADV
fis-1615	43	19	.	.	PUNCT
fis-1615	44	1	dynamic	dynamic	ADJ
fis-1615	44	2	damage	damage	NOUN
fis-1615	44	3	forms	form	NOUN
fis-1615	44	4	corresponding	correspond	VERB
fis-1615	44	5	to	to	ADP
fis-1615	44	6	two	two	NUM
fis-1615	44	7	materials	material	NOUN
fis-1615	44	8	is	be	AUX
fis-1615	44	9	shown	show	VERB
fis-1615	44	10	in	in	ADP
fis-1615	44	11	fig	fig	NOUN
fis-1615	44	12	.	.	PUNCT
fis-1615	45	1	1	1	NUM
fis-1615	45	2	and	and	CCONJ
fis-1615	45	3	2	2	NUM
fis-1615	45	4	respectively	respectively	ADV
fis-1615	46	1	and	and	CCONJ
fis-1615	46	2	they	they	PRON
fis-1615	46	3	rank	rank	VERB
fis-1615	46	4	based	base	VERB
fis-1615	46	5	on	on	ADP
fis-1615	46	6	the	the	DET
fis-1615	46	7	strain	strain	NOUN
fis-1615	46	8	ratio	ratio	NOUN
fis-1615	46	9	from	from	ADP
fis-1615	46	10	low	low	ADJ
fis-1615	46	11	to	to	ADP
fis-1615	46	12	high	high	ADJ
fis-1615	46	13	.	.	PUNCT
fis-1615	47	1	number	number	NOUN
fis-1615	47	2	of	of	ADP
fis-1615	47	3	samples	sample	NOUN
fis-1615	47	4	diameter	diameter	NOUN
fis-1615	47	5	of	of	ADP
fis-1615	47	6	reshaper	reshaper	NOUN
fis-1615	47	7	(	(	PUNCT
fis-1615	47	8	mm	mm	NOUN
fis-1615	47	9	)	)	PUNCT
fis-1615	47	10	blow	blow	NOUN
fis-1615	47	11	speed	speed	NOUN
fis-1615	47	12	(	(	PUNCT
fis-1615	47	13	m	m	NOUN
fis-1615	47	14	/	/	SYM
fis-1615	47	15	s	s	PART
fis-1615	47	16	)	)	PUNCT
fis-1615	47	17	strain	strain	NOUN
fis-1615	47	18	rate	rate	NOUN
fis-1615	47	19			PROPN
fis-1615	47	20	,	,	PUNCT
fis-1615	47	21	s-1	s-1	PROPN
fis-1615	47	22	dynamic	dynamic	ADJ
fis-1615	47	23	compressive	compressive	ADJ
fis-1615	47	24	strength	strength	NOUN
fis-1615	47	25	,	,	PUNCT
fis-1615	47	26	c	c	PROPN
fis-1615	47	27	df	df	PROPN
fis-1615	47	28	mpa	mpa	PROPN
fis-1615	47	29	peak	peak	PROPN
fis-1615	47	30	strain	strain	VERB
fis-1615	47	31	p	p	NOUN
fis-1615	47	32	,	,	PUNCT
fis-1615	47	33	10	10	NUM
fis-1615	47	34	-	-	SYM
fis-1615	47	35	3	3	NUM
fis-1615	47	36	specific	specific	ADJ
fis-1615	47	37	energy	energy	NOUN
fis-1615	47	38	absorption	absorption	NOUN
fis-1615	47	39	(	(	PUNCT
fis-1615	47	40	kj	kj	PROPN
fis-1615	47	41	/	/	SYM
fis-1615	47	42	m3	m3	PROPN
fis-1615	47	43	)	)	PUNCT
fis-1615	47	44	damage	damage	NOUN
fis-1615	47	45	form	form	NOUN
fis-1615	47	46	of	of	ADP
fis-1615	47	47	sample	sample	NOUN
fis-1615	47	48	a1	a1	NOUN
fis-1615	47	49	20	20	NUM
fis-1615	47	50	5.29	5.29	NUM
fis-1615	47	51	40.95	40.95	NUM
fis-1615	47	52	76.60	76.60	NUM
fis-1615	47	53	6.30	6.30	NUM
fis-1615	47	54	555.89	555.89	NUM
fis-1615	47	55	blocky	blocky	ADJ
fis-1615	47	56	fragmentation	fragmentation	NOUN
fis-1615	47	57	b1	b1	NOUN
fis-1615	47	58	22	22	NUM
fis-1615	47	59	6.40	6.40	NUM
fis-1615	47	60	60.79	60.79	NUM
fis-1615	47	61	84.08	84.08	NUM
fis-1615	47	62	6.45	6.45	NUM
fis-1615	47	63	827.55	827.55	NUM
fis-1615	47	64	blocky	blocky	ADJ
fis-1615	47	65	fragmentation	fragmentation	NOUN
fis-1615	47	66	c1	c1	NOUN
fis-1615	47	67	25	25	NUM
fis-1615	47	68	7.53	7.53	NUM
fis-1615	47	69	86.42	86.42	NUM
fis-1615	47	70	95.82	95.82	NUM
fis-1615	47	71	7.14	7.14	NUM
fis-1615	47	72	1174.38	1174.38	NUM
fis-1615	47	73	severe	severe	ADJ
fis-1615	47	74	fragmentation	fragmentation	NOUN
fis-1615	47	75	d1	d1	PROPN
fis-1615	47	76	27	27	NUM
fis-1615	47	77	8.29	8.29	NUM
fis-1615	47	78	95.01	95.01	NUM
fis-1615	47	79	107.57	107.57	NUM
fis-1615	47	80	7.21	7.21	NUM
fis-1615	47	81	1344.52	1344.52	NUM
fis-1615	47	82	severe	severe	ADJ
fis-1615	47	83	fragmentation	fragmentation	NOUN
fis-1615	47	84	e1	e1	NOUN
fis-1615	47	85	30	30	NUM
fis-1615	47	86	9.99	9.99	NUM
fis-1615	47	87	125.70	125.70	NUM
fis-1615	47	88	130.75	130.75	NUM
fis-1615	47	89	8.60	8.60	NUM
fis-1615	47	90	1558.67	1558.67	NUM
fis-1615	47	91	severe	severe	ADJ
fis-1615	47	92	fragmentation	fragmentation	NOUN
fis-1615	47	93	table	table	NOUN
fis-1615	47	94	3	3	NUM
fis-1615	47	95	:	:	PUNCT
fis-1615	47	96	shpb	shpb	NOUN
fis-1615	47	97	test	test	NOUN
fis-1615	47	98	results	result	NOUN
fis-1615	47	99	of	of	ADP
fis-1615	47	100	concrete	concrete	NOUN
fis-1615	47	101	.	.	PUNCT
fis-1615	48	1	number	number	NOUN
fis-1615	48	2	of	of	ADP
fis-1615	48	3	samples	sample	NOUN
fis-1615	48	4	diameter	diameter	NOUN
fis-1615	48	5	of	of	ADP
fis-1615	48	6	reshaper	reshaper	NOUN
fis-1615	48	7	(	(	PUNCT
fis-1615	48	8	mm	mm	NOUN
fis-1615	48	9	)	)	PUNCT
fis-1615	48	10	blow	blow	NOUN
fis-1615	48	11	speed	speed	NOUN
fis-1615	48	12	(	(	PUNCT
fis-1615	48	13	m	m	NOUN
fis-1615	48	14	/	/	SYM
fis-1615	48	15	s	s	PART
fis-1615	48	16	)	)	PUNCT
fis-1615	48	17	strain	strain	NOUN
fis-1615	48	18	rate	rate	NOUN
fis-1615	48	19			PROPN
fis-1615	48	20	,	,	PUNCT
fis-1615	48	21	s-1	s-1	PROPN
fis-1615	48	22	dynamic	dynamic	ADJ
fis-1615	48	23	compressive	compressive	ADJ
fis-1615	48	24	strength	strength	NOUN
fis-1615	48	25	,	,	PUNCT
fis-1615	48	26	c	c	PROPN
fis-1615	48	27	df	df	PROPN
fis-1615	48	28	mpa	mpa	PROPN
fis-1615	48	29	peak	peak	PROPN
fis-1615	48	30	strain	strain	VERB
fis-1615	48	31	p	p	NOUN
fis-1615	48	32	,	,	PUNCT
fis-1615	48	33	10	10	NUM
fis-1615	48	34	-	-	SYM
fis-1615	48	35	3	3	NUM
fis-1615	48	36	specific	specific	ADJ
fis-1615	48	37	energy	energy	NOUN
fis-1615	48	38	absorption	absorption	NOUN
fis-1615	48	39	(	(	PUNCT
fis-1615	48	40	kj	kj	PROPN
fis-1615	48	41	/	/	SYM
fis-1615	48	42	m3	m3	PROPN
fis-1615	48	43	)	)	PUNCT
fis-1615	48	44	damage	damage	NOUN
fis-1615	48	45	form	form	NOUN
fis-1615	48	46	of	of	ADP
fis-1615	48	47	sample	sample	NOUN
fis-1615	48	48	a2	a2	PROPN
fis-1615	48	49	30	30	NUM
fis-1615	48	50	11.0	11.0	NUM
fis-1615	48	51	93.1	93.1	NUM
fis-1615	48	52	173.5	173.5	NUM
fis-1615	48	53	18.32	18.32	NUM
fis-1615	48	54	1059.87	1059.87	NUM
fis-1615	48	55	large	large	ADJ
fis-1615	48	56	block	block	NOUN
fis-1615	48	57	b2	b2	NOUN
fis-1615	48	58	33	33	NUM
fis-1615	48	59	12.58	12.58	NUM
fis-1615	48	60	123.5	123.5	NUM
fis-1615	48	61	179.4	179.4	NUM
fis-1615	48	62	19.02	19.02	NUM
fis-1615	48	63	2490.25	2490.25	NUM
fis-1615	48	64	medium	medium	NOUN
fis-1615	48	65	block	block	NOUN
fis-1615	48	66	c2	c2	PROPN
fis-1615	48	67	35	35	NUM
fis-1615	48	68	13.49	13.49	NUM
fis-1615	48	69	135.2	135.2	NUM
fis-1615	48	70	203.7	203.7	NUM
fis-1615	48	71	19.48	19.48	NUM
fis-1615	48	72	2830.33	2830.33	NUM
fis-1615	48	73	small	small	ADJ
fis-1615	48	74	block	block	NOUN
fis-1615	48	75	d2	d2	PROPN
fis-1615	48	76	40	40	NUM
fis-1615	48	77	14.39	14.39	NUM
fis-1615	48	78	154.9	154.9	NUM
fis-1615	48	79	218.9	218.9	NUM
fis-1615	48	80	20.37	20.37	NUM
fis-1615	48	81	3050.47	3050.47	NUM
fis-1615	48	82	blocky	blocky	ADJ
fis-1615	48	83	fragmentation	fragmentation	NOUN
fis-1615	48	84	e2	e2	PROPN
fis-1615	48	85	45	45	NUM
fis-1615	48	86	15.53	15.53	NUM
fis-1615	48	87	166.0	166.0	NUM
fis-1615	48	88	226.8	226.8	NUM
fis-1615	48	89	21.70	21.70	NUM
fis-1615	48	90	3320.12	3320.12	NUM
fis-1615	48	91	severe	severe	ADJ
fis-1615	48	92	fragmentation	fragmentation	NOUN
fis-1615	48	93	table	table	NOUN
fis-1615	48	94	4	4	NUM
fis-1615	48	95	:	:	PUNCT
fis-1615	48	96	shpb	shpb	NOUN
fis-1615	48	97	experiment	experiment	NOUN
fis-1615	48	98	results	result	NOUN
fis-1615	48	99	of	of	ADP
fis-1615	48	100	sandstone	sandstone	NOUN
fis-1615	48	101	.	.	PUNCT
fis-1615	48	102	  	  	SPACE
fis-1615	49	1	(	(	PUNCT
fis-1615	49	2	a1	a1	PROPN
fis-1615	49	3	)	)	PUNCT
fis-1615	49	4	(	(	PUNCT
fis-1615	49	5	b1	b1	PROPN
fis-1615	49	6	)	)	PUNCT
fis-1615	49	7	(	(	PUNCT
fis-1615	49	8	c1	c1	PROPN
fis-1615	49	9	)	)	PUNCT
fis-1615	49	10	(	(	PUNCT
fis-1615	49	11	d1	d1	NOUN
fis-1615	49	12	)	)	PUNCT
fis-1615	49	13	(	(	PUNCT
fis-1615	49	14	e1	e1	NOUN
fis-1615	49	15	)	)	PUNCT
fis-1615	49	16	figure	figure	NOUN
fis-1615	49	17	1	1	NUM
fis-1615	49	18	:	:	PUNCT
fis-1615	49	19	damage	damage	NOUN
fis-1615	49	20	form	form	NOUN
fis-1615	49	21	of	of	ADP
fis-1615	49	22	concrete	concrete	ADJ
fis-1615	49	23	samples	sample	NOUN
fis-1615	49	24	.	.	PUNCT
fis-1615	50	1	x.	x.	NOUN
fis-1615	50	2	zhengbing	zhengbe	VERB
fis-1615	50	3	et	et	PROPN
fis-1615	50	4	alii	alii	PROPN
fis-1615	50	5	,	,	PUNCT
fis-1615	50	6	frattura	frattura	PROPN
fis-1615	50	7	ed	ed	PROPN
fis-1615	50	8	integrità	integrità	PROPN
fis-1615	50	9	strutturale	strutturale	PROPN
fis-1615	50	10	,	,	PUNCT
fis-1615	50	11	34	34	NUM
fis-1615	50	12	(	(	PUNCT
fis-1615	50	13	2015	2015	NUM
fis-1615	50	14	)	)	PUNCT
fis-1615	50	15	574	574	NUM
fis-1615	50	16	-	-	SYM
fis-1615	50	17	579	579	NUM
fis-1615	50	18	;	;	PUNCT
fis-1615	50	19	doi	doi	NOUN
fis-1615	50	20	:	:	PUNCT
fis-1615	50	21	10.3221	10.3221	NUM
fis-1615	50	22	/	/	SYM
fis-1615	50	23	igf	igf	PROPN
fis-1615	50	24	-	-	PUNCT
fis-1615	50	25	esis.34.63	esis.34.63	PROPN
fis-1615	50	26	577	577	NUM
fis-1615	50	27	  	  	SPACE
fis-1615	50	28	(	(	PUNCT
fis-1615	50	29	a2	a2	PROPN
fis-1615	50	30	)	)	PUNCT
fis-1615	50	31	(	(	PUNCT
fis-1615	50	32	b2	b2	NOUN
fis-1615	50	33	)	)	PUNCT
fis-1615	50	34	(	(	PUNCT
fis-1615	50	35	c2	c2	PROPN
fis-1615	50	36	)	)	PUNCT
fis-1615	50	37	(	(	PUNCT
fis-1615	50	38	d2	d2	PROPN
fis-1615	50	39	)	)	PUNCT
fis-1615	50	40	(	(	PUNCT
fis-1615	50	41	e2	e2	PROPN
fis-1615	50	42	)	)	PUNCT
fis-1615	50	43	figure	figure	NOUN
fis-1615	50	44	2	2	NUM
fis-1615	50	45	:	:	PUNCT
fis-1615	50	46	damage	damage	NOUN
fis-1615	50	47	form	form	NOUN
fis-1615	50	48	of	of	ADP
fis-1615	50	49	sandstone	sandstone	NOUN
fis-1615	50	50	samples	sample	NOUN
fis-1615	50	51	result	result	VERB
fis-1615	50	52	analysis	analysis	NOUN
fis-1615	50	53	it	it	PRON
fis-1615	50	54	can	can	AUX
fis-1615	50	55	be	be	AUX
fis-1615	50	56	seen	see	VERB
fis-1615	50	57	from	from	ADP
fis-1615	50	58	fig	fig	NOUN
fis-1615	50	59	.	.	PUNCT
fis-1615	51	1	3	3	NUM
fis-1615	51	2	described	describe	VERB
fis-1615	51	3	based	base	VERB
fis-1615	51	4	on	on	ADP
fis-1615	51	5	tab	tab	PROPN
fis-1615	51	6	.	.	PROPN
fis-1615	51	7	3	3	NUM
fis-1615	51	8	and	and	CCONJ
fis-1615	51	9	4	4	NUM
fis-1615	52	1	that	that	PRON
fis-1615	52	2	,	,	PUNCT
fis-1615	52	3	dynamic	dynamic	ADJ
fis-1615	52	4	mechanical	mechanical	ADJ
fis-1615	52	5	performance	performance	NOUN
fis-1615	52	6	of	of	ADP
fis-1615	52	7	two	two	NUM
fis-1615	52	8	materials	material	NOUN
fis-1615	52	9	is	be	AUX
fis-1615	52	10	closely	closely	ADV
fis-1615	52	11	correlated	correlate	VERB
fis-1615	52	12	to	to	PART
fis-1615	52	13	strain	strain	VERB
fis-1615	52	14	rate	rate	NOUN
fis-1615	52	15	.	.	PUNCT
fis-1615	53	1	to	to	PART
fis-1615	53	2	be	be	AUX
fis-1615	53	3	specific	specific	ADJ
fis-1615	53	4	,	,	PUNCT
fis-1615	53	5	dynamic	dynamic	ADJ
fis-1615	53	6	compressive	compressive	ADJ
fis-1615	53	7	strength	strength	NOUN
fis-1615	53	8	of	of	ADP
fis-1615	53	9	two	two	NUM
fis-1615	53	10	materials	material	NOUN
fis-1615	53	11	increases	increase	VERB
fis-1615	53	12	linearly	linearly	ADV
fis-1615	53	13	with	with	ADP
fis-1615	53	14	strain	strain	NOUN
fis-1615	53	15	rate	rate	NOUN
fis-1615	53	16	;	;	PUNCT
fis-1615	53	17	dynamic	dynamic	ADJ
fis-1615	53	18	compressive	compressive	ADJ
fis-1615	53	19	strength	strength	NOUN
fis-1615	53	20	of	of	ADP
fis-1615	53	21	concrete	concrete	NOUN
fis-1615	53	22	is	be	AUX
fis-1615	53	23	lower	low	ADJ
fis-1615	53	24	than	than	ADP
fis-1615	53	25	sandstone	sandstone	NOUN
fis-1615	53	26	.	.	PUNCT
fis-1615	54	1	through	through	ADP
fis-1615	54	2	linear	linear	PROPN
fis-1615	54	3	regression	regression	NOUN
fis-1615	54	4	,	,	PUNCT
fis-1615	54	5	we	we	PRON
fis-1615	54	6	can	can	AUX
fis-1615	54	7	conclude	conclude	VERB
fis-1615	54	8	a	a	DET
fis-1615	54	9	formula	formula	NOUN
fis-1615	54	10	of	of	ADP
fis-1615	54	11	the	the	DET
fis-1615	54	12	relationship	relationship	NOUN
fis-1615	54	13	of	of	ADP
fis-1615	54	14	dynamic	dynamic	ADJ
fis-1615	54	15	compressive	compressive	ADJ
fis-1615	54	16	strength	strength	NOUN
fis-1615	54	17	and	and	CCONJ
fis-1615	54	18	strain	strain	NOUN
fis-1615	54	19	rate	rate	NOUN
fis-1615	54	20	of	of	ADP
fis-1615	54	21	two	two	NUM
fis-1615	54	22	materials	material	NOUN
fis-1615	54	23	(	(	PUNCT
fis-1615	54	24	c	c	PROPN
fis-1615	54	25	stands	stand	VERB
fis-1615	54	26	for	for	ADP
fis-1615	54	27	concrete	concrete	NOUN
fis-1615	54	28	,	,	PUNCT
fis-1615	54	29	s	s	VERB
fis-1615	54	30	stands	stand	NOUN
fis-1615	54	31	for	for	ADP
fis-1615	54	32	sandstone	sandstone	NOUN
fis-1615	54	33	and	and	CCONJ
fis-1615	54	34	r2	r2	PROPN
fis-1615	54	35	stands	stand	VERB
fis-1615	54	36	for	for	ADP
fis-1615	54	37	correlation	correlation	NOUN
fis-1615	54	38	coefficient	coefficient	NOUN
fis-1615	54	39	)	)	PUNCT
fis-1615	54	40	.	.	PUNCT
fis-1615	55	1	2	2	NUM
fis-1615	55	2	,	,	PUNCT
fis-1615	55	3	2	2	NUM
fis-1615	55	4	,	,	PUNCT
fis-1615	55	5	(	(	PUNCT
fis-1615	55	6	)	)	PUNCT
fis-1615	55	7	46.40	46.40	NUM
fis-1615	55	8	0.64	0.64	NUM
fis-1615	55	9	0.95067	0.95067	NUM
fis-1615	55	10	(	(	PUNCT
fis-1615	55	11	)	)	PUNCT
fis-1615	55	12	94.56	94.56	NUM
fis-1615	55	13	0.79	0.79	NUM
fis-1615	55	14	0.87914	0.87914	NUM
fis-1615	55	15	c	c	X
fis-1615	56	1	d	d	X
fis-1615	56	2	c	c	X
fis-1615	56	3	d	d	X
fis-1615	56	4	f	f	PROPN
fis-1615	56	5	c	c	NOUN
fis-1615	56	6	r	r	NOUN
fis-1615	56	7	f	f	PROPN
fis-1615	56	8	s	s	NOUN
fis-1615	56	9	r	r	NOUN
fis-1615	56	10			PROPN
fis-1615	56	11			PROPN
fis-1615	56	12			ADP
fis-1615	56	13			PROPN
fis-1615	56	14			PUNCT
fis-1615	56	15			X
fis-1615	56	16			NUM
fis-1615	56	17			ADJ
fis-1615	56	18			PUNCT
fis-1615	56	19			NOUN
fis-1615	56	20			NOUN
fis-1615	56	21			NOUN
fis-1615	56	22	(	(	PUNCT
fis-1615	56	23	1	1	X
fis-1615	56	24	)	)	PUNCT
fis-1615	56	25	comparing	compare	VERB
fis-1615	56	26	the	the	DET
fis-1615	56	27	formula	formula	NOUN
fis-1615	56	28	,	,	PUNCT
fis-1615	56	29	we	we	PRON
fis-1615	56	30	can	can	AUX
fis-1615	56	31	conclude	conclude	VERB
fis-1615	56	32	that	that	SCONJ
fis-1615	56	33	,	,	PUNCT
fis-1615	56	34	dynamic	dynamic	ADJ
fis-1615	56	35	compressive	compressive	ADJ
fis-1615	56	36	strength	strength	NOUN
fis-1615	56	37	of	of	ADP
fis-1615	56	38	rock	rock	NOUN
fis-1615	56	39	varies	vary	VERB
fis-1615	56	40	more	more	ADV
fis-1615	56	41	obvious	obvious	ADJ
fis-1615	56	42	as	as	ADP
fis-1615	56	43	strain	strain	NOUN
fis-1615	56	44	rate	rate	NOUN
fis-1615	56	45	changes	change	NOUN
fis-1615	56	46	.	.	PUNCT
fis-1615	57	1	240	240	NUM
fis-1615	57	2	220	220	NUM
fis-1615	57	3	180	180	NUM
fis-1615	57	4	140	140	NUM
fis-1615	57	5	100	100	NUM
fis-1615	57	6	60	60	NUM
fis-1615	57	7	40	40	NUM
fis-1615	57	8	60	60	NUM
fis-1615	57	9	80	80	NUM
fis-1615	57	10	100	100	NUM
fis-1615	57	11	120	120	NUM
fis-1615	57	12	140	140	NUM
fis-1615	57	13	160	160	NUM
fis-1615	57	14	180	180	NUM
fis-1615	57	15	concrete	concrete	ADJ
fis-1615	57	16	rock	rock	NOUN
fis-1615	57	17	strain	strain	NOUN
fis-1615	57	18	rate	rate	NOUN
fis-1615	57	19	/	/	SYM
fis-1615	57	20	s-1	s-1	PROPN
fis-1615	57	21	80	80	NUM
fis-1615	57	22	120	120	NUM
fis-1615	57	23	160	160	NUM
fis-1615	57	24	200	200	NUM
fis-1615	57	25	figure	figure	NOUN
fis-1615	57	26	3	3	NUM
fis-1615	57	27	:	:	PUNCT
fis-1615	57	28	correlation	correlation	NOUN
fis-1615	57	29	between	between	ADP
fis-1615	57	30	dynamic	dynamic	ADJ
fis-1615	57	31	compressive	compressive	ADJ
fis-1615	57	32	strength	strength	NOUN
fis-1615	57	33	and	and	CCONJ
fis-1615	57	34	strain	strain	NOUN
fis-1615	57	35	rate	rate	NOUN
fis-1615	57	36	.	.	PUNCT
fis-1615	58	1	fig	fig	NOUN
fis-1615	58	2	.	.	PUNCT
fis-1615	59	1	4	4	NUM
fis-1615	59	2	shows	show	VERB
fis-1615	59	3	the	the	DET
fis-1615	59	4	correlation	correlation	NOUN
fis-1615	59	5	between	between	ADP
fis-1615	59	6	peak	peak	NOUN
fis-1615	59	7	strain	strain	NOUN
fis-1615	59	8	and	and	CCONJ
fis-1615	59	9	strain	strain	VERB
fis-1615	59	10	rate	rate	NOUN
fis-1615	59	11	of	of	ADP
fis-1615	59	12	concrete	concrete	NOUN
fis-1615	59	13	and	and	CCONJ
fis-1615	59	14	sandstone	sandstone	NOUN
fis-1615	59	15	under	under	ADP
fis-1615	59	16	the	the	DET
fis-1615	59	17	effect	effect	NOUN
fis-1615	59	18	of	of	ADP
fis-1615	59	19	impact	impact	NOUN
fis-1615	59	20	load	load	NOUN
fis-1615	59	21	.	.	PUNCT
fis-1615	60	1	it	it	PRON
fis-1615	60	2	can	can	AUX
fis-1615	60	3	be	be	AUX
fis-1615	60	4	observed	observe	VERB
fis-1615	60	5	from	from	ADP
fis-1615	60	6	the	the	DET
fis-1615	60	7	figure	figure	NOUN
fis-1615	60	8	that	that	SCONJ
fis-1615	60	9	,	,	PUNCT
fis-1615	60	10	peak	peak	NOUN
fis-1615	60	11	strain	strain	NOUN
fis-1615	60	12	of	of	ADP
fis-1615	60	13	two	two	NUM
fis-1615	60	14	materials	material	NOUN
fis-1615	60	15	tends	tend	VERB
fis-1615	60	16	to	to	PART
fis-1615	60	17	be	be	AUX
fis-1615	60	18	higher	high	ADJ
fis-1615	60	19	as	as	ADP
fis-1615	60	20	strain	strain	NOUN
fis-1615	60	21	rate	rate	NOUN
fis-1615	60	22	increases	increase	NOUN
fis-1615	60	23	and	and	CCONJ
fis-1615	60	24	moreover	moreover	ADV
fis-1615	60	25	,	,	PUNCT
fis-1615	60	26	this	this	DET
fis-1615	60	27	corresponding	corresponding	ADJ
fis-1615	60	28	relationship	relationship	NOUN
fis-1615	60	29	is	be	AUX
fis-1615	60	30	quadratic	quadratic	ADJ
fis-1615	60	31	.	.	PUNCT
fis-1615	61	1	formula	formula	NOUN
fis-1615	61	2	regarding	regard	VERB
fis-1615	61	3	to	to	ADP
fis-1615	61	4	the	the	DET
fis-1615	61	5	correlation	correlation	NOUN
fis-1615	61	6	between	between	ADP
fis-1615	61	7	strain	strain	NOUN
fis-1615	61	8	rate	rate	NOUN
fis-1615	61	9	and	and	CCONJ
fis-1615	61	10	peak	peak	NOUN
fis-1615	61	11	strain	strain	NOUN
fis-1615	61	12	of	of	ADP
fis-1615	61	13	two	two	NUM
fis-1615	61	14	materials	material	NOUN
fis-1615	61	15	can	can	AUX
fis-1615	61	16	be	be	AUX
fis-1615	61	17	obtained	obtain	VERB
fis-1615	61	18	after	after	ADP
fis-1615	61	19	linear	linear	PROPN
fis-1615	61	20	regression	regression	NOUN
fis-1615	61	21	,	,	PUNCT
fis-1615	61	22	as	as	SCONJ
fis-1615	61	23	follows	follow	VERB
fis-1615	61	24	(	(	PUNCT
fis-1615	61	25	c	c	PROPN
fis-1615	61	26	stands	stand	VERB
fis-1615	61	27	for	for	ADP
fis-1615	61	28	concrete	concrete	NOUN
fis-1615	61	29	,	,	PUNCT
fis-1615	61	30	s	s	VERB
fis-1615	61	31	stands	stand	NOUN
fis-1615	61	32	for	for	ADP
fis-1615	61	33	sandstone	sandstone	NOUN
fis-1615	61	34	and	and	CCONJ
fis-1615	61	35	r2	r2	PROPN
fis-1615	61	36	stands	stand	VERB
fis-1615	61	37	for	for	ADP
fis-1615	61	38	correlation	correlation	NOUN
fis-1615	61	39	coefficient	coefficient	NOUN
fis-1615	61	40	)	)	PUNCT
fis-1615	61	41	.	.	PUNCT
fis-1615	62	1	4	4	NUM
fis-1615	62	2	2	2	NUM
fis-1615	62	3	2	2	NUM
fis-1615	62	4	4	4	NUM
fis-1615	62	5	2	2	NUM
fis-1615	62	6	2	2	NUM
fis-1615	62	7	(	(	PUNCT
fis-1615	62	8	)	)	PUNCT
fis-1615	62	9	6.60	6.60	NUM
fis-1615	62	10	0.019	0.019	NUM
fis-1615	62	11	2.76	2.76	NUM
fis-1615	62	12	10	10	NUM
fis-1615	62	13	0.99756	0.99756	NUM
fis-1615	62	14	(	(	PUNCT
fis-1615	62	15	)	)	PUNCT
fis-1615	62	16	23.37	23.37	NUM
fis-1615	62	17	0.108	0.108	NUM
fis-1615	62	18	5.87	5.87	NUM
fis-1615	62	19	10	10	NUM
fis-1615	62	20	0.96554	0.96554	NUM
fis-1615	62	21	p	p	NOUN
fis-1615	62	22	p	p	X
fis-1615	62	23	c	c	NOUN
fis-1615	62	24	r	r	NOUN
fis-1615	62	25	s	s	NOUN
fis-1615	62	26	r	r	NOUN
fis-1615	62	27			PROPN
fis-1615	62	28			PROPN
fis-1615	62	29			PROPN
fis-1615	62	30			PROPN
fis-1615	62	31			PROPN
fis-1615	62	32			PROPN
fis-1615	62	33			NOUN
fis-1615	62	34			VERB
fis-1615	62	35			ADP
fis-1615	62	36			PROPN
fis-1615	62	37			PROPN
fis-1615	62	38			VERB
fis-1615	62	39			INTJ
fis-1615	62	40			VERB
fis-1615	63	1			NUM
fis-1615	63	2			PROPN
fis-1615	63	3			PROPN
fis-1615	63	4			VERB
fis-1615	63	5			ADV
fis-1615	63	6			NOUN
fis-1615	63	7			NOUN
fis-1615	63	8			NOUN
fis-1615	63	9			NOUN
fis-1615	63	10			NOUN
fis-1615	63	11	(	(	PUNCT
fis-1615	63	12	2	2	X
fis-1615	63	13	)	)	PUNCT
fis-1615	63	14	it	it	PRON
fis-1615	63	15	can	can	AUX
fis-1615	63	16	be	be	AUX
fis-1615	63	17	known	know	VERB
fis-1615	63	18	that	that	SCONJ
fis-1615	63	19	,	,	PUNCT
fis-1615	63	20	under	under	ADP
fis-1615	63	21	the	the	DET
fis-1615	63	22	effect	effect	NOUN
fis-1615	63	23	of	of	ADP
fis-1615	63	24	impact	impact	NOUN
fis-1615	63	25	load	load	NOUN
fis-1615	63	26	,	,	PUNCT
fis-1615	63	27	both	both	CCONJ
fis-1615	63	28	concrete	concrete	ADJ
fis-1615	63	29	and	and	CCONJ
fis-1615	63	30	rock	rock	NOUN
fis-1615	63	31	changes	change	NOUN
fis-1615	63	32	their	their	PRON
fis-1615	63	33	forms	form	NOUN
fis-1615	63	34	,	,	PUNCT
fis-1615	63	35	and	and	CCONJ
fis-1615	63	36	the	the	DET
fis-1615	63	37	variation	variation	NOUN
fis-1615	63	38	degree	degree	NOUN
fis-1615	63	39	is	be	AUX
fis-1615	63	40	positively	positively	ADV
fis-1615	63	41	correlated	correlate	VERB
fis-1615	63	42	to	to	PART
fis-1615	63	43	strain	strain	VERB
fis-1615	63	44	rate	rate	NOUN
fis-1615	63	45	,	,	PUNCT
fis-1615	63	46	i.e.	i.e.	X
fis-1615	63	47	,	,	PUNCT
fis-1615	63	48	peak	peak	NOUN
fis-1615	63	49	value	value	NOUN
fis-1615	63	50	increases	increase	VERB
fis-1615	63	51	with	with	ADP
fis-1615	63	52	the	the	DET
fis-1615	63	53	increase	increase	NOUN
fis-1615	63	54	of	of	ADP
fis-1615	63	55	strain	strain	NOUN
fis-1615	63	56	rate	rate	NOUN
fis-1615	63	57	.	.	PUNCT
fis-1615	64	1	x.	x.	NOUN
fis-1615	64	2	zhengbing	zhengbe	VERB
fis-1615	64	3	et	et	PROPN
fis-1615	64	4	alii	alii	PROPN
fis-1615	64	5	,	,	PUNCT
fis-1615	64	6	frattura	frattura	PROPN
fis-1615	64	7	ed	ed	PROPN
fis-1615	64	8	integrità	integrità	PROPN
fis-1615	64	9	strutturale	strutturale	PROPN
fis-1615	64	10	,	,	PUNCT
fis-1615	64	11	34	34	NUM
fis-1615	64	12	(	(	PUNCT
fis-1615	64	13	2015	2015	NUM
fis-1615	64	14	)	)	PUNCT
fis-1615	64	15	574	574	NUM
fis-1615	64	16	-	-	SYM
fis-1615	64	17	579	579	NUM
fis-1615	64	18	;	;	PUNCT
fis-1615	64	19	doi	doi	NOUN
fis-1615	64	20	:	:	PUNCT
fis-1615	64	21	10.3221	10.3221	NUM
fis-1615	64	22	/	/	SYM
fis-1615	64	23	igf	igf	PROPN
fis-1615	64	24	-	-	ADJ
fis-1615	64	25	esis.34.63	esis.34.63	PROPN
fis-1615	64	26	578	578	NUM
fis-1615	64	27	figure	figure	NOUN
fis-1615	64	28	4	4	NUM
fis-1615	64	29	:	:	PUNCT
fis-1615	64	30	correlation	correlation	NOUN
fis-1615	64	31	between	between	ADP
fis-1615	64	32	peak	peak	NOUN
fis-1615	64	33	strain	strain	NOUN
fis-1615	64	34	and	and	CCONJ
fis-1615	64	35	strain	strain	NOUN
fis-1615	64	36	rate	rate	NOUN
fis-1615	64	37	.	.	PUNCT
fis-1615	65	1	analysis	analysis	NOUN
fis-1615	65	2	of	of	ADP
fis-1615	65	3	dynamic	dynamic	ADJ
fis-1615	65	4	damage	damage	NOUN
fis-1615	65	5	mechanism	mechanism	NOUN
fis-1615	65	6	t	t	PROPN
fis-1615	65	7	has	have	AUX
fis-1615	65	8	been	be	AUX
fis-1615	65	9	found	find	VERB
fis-1615	65	10	from	from	ADP
fis-1615	65	11	fig	fig	NOUN
fis-1615	65	12	.	.	PUNCT
fis-1615	66	1	1	1	NUM
fis-1615	66	2	and	and	CCONJ
fis-1615	66	3	2	2	NUM
fis-1615	67	1	that	that	PRON
fis-1615	67	2	,	,	PUNCT
fis-1615	67	3	two	two	NUM
fis-1615	67	4	materials	material	NOUN
fis-1615	67	5	obviously	obviously	ADV
fis-1615	67	6	change	change	VERB
fis-1615	67	7	their	their	PRON
fis-1615	67	8	forms	form	NOUN
fis-1615	67	9	under	under	ADP
fis-1615	67	10	the	the	DET
fis-1615	67	11	effect	effect	NOUN
fis-1615	67	12	of	of	ADP
fis-1615	67	13	impact	impact	NOUN
fis-1615	67	14	load	load	NOUN
fis-1615	67	15	,	,	PUNCT
fis-1615	67	16	and	and	CCONJ
fis-1615	67	17	concrete	concrete	NOUN
fis-1615	67	18	is	be	AUX
fis-1615	67	19	broken	break	VERB
fis-1615	67	20	to	to	PART
fis-1615	67	21	even	even	ADV
fis-1615	67	22	blocks	block	NOUN
fis-1615	67	23	no	no	PRON
fis-1615	67	24	matter	matter	NOUN
fis-1615	67	25	strain	strain	NOUN
fis-1615	67	26	rate	rate	NOUN
fis-1615	67	27	is	be	AUX
fis-1615	67	28	high	high	ADJ
fis-1615	67	29	or	or	CCONJ
fis-1615	67	30	low	low	ADJ
fis-1615	67	31	,	,	PUNCT
fis-1615	67	32	while	while	SCONJ
fis-1615	67	33	sandstone	sandstone	NOUN
fis-1615	67	34	changes	change	NOUN
fis-1615	67	35	into	into	ADP
fis-1615	67	36	different	different	ADJ
fis-1615	67	37	forms	form	NOUN
fis-1615	67	38	under	under	ADP
fis-1615	67	39	impact	impact	NOUN
fis-1615	67	40	load	load	NOUN
fis-1615	67	41	with	with	ADP
fis-1615	67	42	different	different	ADJ
fis-1615	67	43	strain	strain	NOUN
fis-1615	67	44	rate	rate	NOUN
fis-1615	67	45	,	,	PUNCT
fis-1615	67	46	relatively	relatively	ADV
fis-1615	67	47	large	large	ADJ
fis-1615	67	48	block	block	NOUN
fis-1615	67	49	under	under	ADP
fis-1615	67	50	low	low	ADJ
fis-1615	67	51	strain	strain	NOUN
fis-1615	67	52	rate	rate	NOUN
fis-1615	67	53	and	and	CCONJ
fis-1615	67	54	relatively	relatively	ADV
fis-1615	67	55	small	small	ADJ
fis-1615	67	56	and	and	CCONJ
fis-1615	67	57	powdered	powdered	ADJ
fis-1615	67	58	block	block	NOUN
fis-1615	67	59	under	under	ADP
fis-1615	67	60	high	high	ADJ
fis-1615	67	61	strain	strain	NOUN
fis-1615	67	62	rate	rate	NOUN
fis-1615	68	1	[	[	X
fis-1615	68	2	10	10	NUM
fis-1615	68	3	]	]	PUNCT
fis-1615	68	4	.	.	PUNCT
fis-1615	69	1	to	to	PART
fis-1615	69	2	present	present	VERB
fis-1615	69	3	dynamic	dynamic	ADJ
fis-1615	69	4	damage	damage	NOUN
fis-1615	69	5	mechanism	mechanism	NOUN
fis-1615	69	6	of	of	ADP
fis-1615	69	7	two	two	NUM
fis-1615	69	8	materials	material	NOUN
fis-1615	69	9	more	more	ADV
fis-1615	69	10	clearly	clearly	ADV
fis-1615	69	11	,	,	PUNCT
fis-1615	69	12	we	we	PRON
fis-1615	69	13	use	use	VERB
fis-1615	69	14	specific	specific	ADJ
fis-1615	69	15	energy	energy	NOUN
fis-1615	69	16	absorption	absorption	NOUN
fis-1615	69	17	to	to	PART
fis-1615	69	18	describe	describe	VERB
fis-1615	69	19	toughness	toughness	NOUN
fis-1615	69	20	of	of	ADP
fis-1615	69	21	materials	material	NOUN
fis-1615	69	22	.	.	PUNCT
fis-1615	70	1	in	in	ADP
fis-1615	70	2	the	the	DET
fis-1615	70	3	view	view	NOUN
fis-1615	70	4	of	of	ADP
fis-1615	70	5	physics	physics	NOUN
fis-1615	70	6	,	,	PUNCT
fis-1615	70	7	it	it	PRON
fis-1615	70	8	means	mean	VERB
fis-1615	70	9	the	the	DET
fis-1615	70	10	stress	stress	NOUN
fis-1615	70	11	wave	wave	NOUN
fis-1615	70	12	energy	energy	NOUN
fis-1615	70	13	absorbed	absorb	VERB
fis-1615	70	14	by	by	ADP
fis-1615	70	15	sample	sample	NOUN
fis-1615	70	16	material	material	NOUN
fis-1615	70	17	in	in	ADP
fis-1615	70	18	unit	unit	NOUN
fis-1615	70	19	volume	volume	NOUN
fis-1615	70	20	.	.	PUNCT
fis-1615	71	1	fig	fig	NOUN
fis-1615	71	2	.	.	PUNCT
fis-1615	72	1	5	5	NUM
fis-1615	72	2	demonstrates	demonstrate	VERB
fis-1615	72	3	the	the	DET
fis-1615	72	4	correlation	correlation	NOUN
fis-1615	72	5	between	between	ADP
fis-1615	72	6	specific	specific	ADJ
fis-1615	72	7	energy	energy	NOUN
fis-1615	72	8	absorption	absorption	NOUN
fis-1615	72	9	and	and	CCONJ
fis-1615	72	10	strain	strain	NOUN
fis-1615	72	11	rate	rate	NOUN
fis-1615	72	12	of	of	ADP
fis-1615	72	13	concrete	concrete	NOUN
fis-1615	72	14	and	and	CCONJ
fis-1615	72	15	sandstone	sandstone	NOUN
fis-1615	72	16	.	.	PUNCT
fis-1615	73	1	sp	sp	ADP
fis-1615	73	2	ec	ec	PROPN
fis-1615	73	3	if	if	SCONJ
fis-1615	73	4	ic	ic	PROPN
fis-1615	73	5	e	e	X
fis-1615	73	6	ne	ne	NOUN
fis-1615	73	7	rg	rg	PROPN
fis-1615	73	8	y	y	PROPN
fis-1615	73	9	ab	ab	PROPN
fis-1615	74	1	so	so	ADV
fis-1615	74	2	rp	rp	PROPN
fis-1615	74	3	ti	ti	X
fis-1615	74	4	on	on	ADP
fis-1615	74	5	/	/	SYM
fis-1615	74	6	(	(	PUNCT
fis-1615	74	7	k	k	PROPN
fis-1615	74	8	j/	j/	PROPN
fis-1615	74	9	m	m	VERB
fis-1615	74	10	3	3	NUM
fis-1615	74	11	)	)	PUNCT
fis-1615	74	12	figure	figure	NOUN
fis-1615	74	13	5	5	NUM
fis-1615	74	14	:	:	PUNCT
fis-1615	74	15	correlation	correlation	NOUN
fis-1615	74	16	between	between	ADP
fis-1615	74	17	specific	specific	ADJ
fis-1615	74	18	energy	energy	NOUN
fis-1615	74	19	absorption	absorption	NOUN
fis-1615	74	20	and	and	CCONJ
fis-1615	74	21	strain	strain	NOUN
fis-1615	74	22	rate	rate	NOUN
fis-1615	74	23	.	.	PUNCT
fis-1615	75	1	the	the	DET
fis-1615	75	2	figure	figure	NOUN
fis-1615	75	3	above	above	ADV
fis-1615	75	4	showed	show	VERB
fis-1615	75	5	that	that	SCONJ
fis-1615	75	6	specific	specific	ADJ
fis-1615	75	7	energy	energy	NOUN
fis-1615	75	8	absorption	absorption	NOUN
fis-1615	75	9	increases	increase	VERB
fis-1615	75	10	linearly	linearly	ADV
fis-1615	75	11	with	with	ADP
fis-1615	75	12	the	the	DET
fis-1615	75	13	increase	increase	NOUN
fis-1615	75	14	of	of	ADP
fis-1615	75	15	strain	strain	NOUN
fis-1615	75	16	rate	rate	NOUN
fis-1615	75	17	and	and	CCONJ
fis-1615	75	18	the	the	DET
fis-1615	75	19	fitted	fit	VERB
fis-1615	75	20	formula	formula	NOUN
fis-1615	75	21	is	be	AUX
fis-1615	75	22	as	as	SCONJ
fis-1615	75	23	follows	follow	VERB
fis-1615	75	24	:	:	PUNCT
fis-1615	75	25	2	2	NUM
fis-1615	75	26	2	2	NUM
fis-1615	75	27	(	(	PUNCT
fis-1615	75	28	)	)	PUNCT
fis-1615	75	29	94.28	94.28	NUM
fis-1615	75	30	12.20	12.20	NUM
fis-1615	75	31	0.96849	0.96849	NUM
fis-1615	75	32	(	(	PUNCT
fis-1615	75	33	)	)	PUNCT
fis-1615	75	34	1473.45	1473.45	NUM
fis-1615	75	35	29.91	29.91	NUM
fis-1615	75	36	0.88962	0.88962	NUM
fis-1615	75	37	sea	sea	NOUN
fis-1615	75	38	c	c	PROPN
fis-1615	75	39	r	r	NOUN
fis-1615	75	40	sea	sea	NOUN
fis-1615	75	41	s	s	NOUN
fis-1615	75	42	r	r	NOUN
fis-1615	75	43			PROPN
fis-1615	75	44			NOUN
fis-1615	75	45			ADP
fis-1615	75	46			PROPN
fis-1615	75	47			PUNCT
fis-1615	75	48			X
fis-1615	75	49			NUM
fis-1615	75	50			PROPN
fis-1615	75	51			PROPN
fis-1615	75	52			SYM
fis-1615	75	53			NOUN
fis-1615	75	54			NOUN
fis-1615	75	55			NOUN
fis-1615	75	56	(	(	PUNCT
fis-1615	75	57	3	3	X
fis-1615	75	58	)	)	PUNCT
fis-1615	75	59	energy	energy	NOUN
fis-1615	75	60	absorption	absorption	NOUN
fis-1615	75	61	ability	ability	NOUN
fis-1615	75	62	of	of	ADP
fis-1615	75	63	sandstone	sandstone	NOUN
fis-1615	75	64	is	be	AUX
fis-1615	75	65	more	more	ADV
fis-1615	75	66	significant	significant	ADJ
fis-1615	75	67	than	than	ADP
fis-1615	75	68	concrete	concrete	ADJ
fis-1615	75	69	.	.	PUNCT
fis-1615	76	1	when	when	SCONJ
fis-1615	76	2	strain	strain	NOUN
fis-1615	76	3	rate	rate	NOUN
fis-1615	76	4	becomes	become	VERB
fis-1615	76	5	higher	high	ADJ
fis-1615	76	6	,	,	PUNCT
fis-1615	76	7	specific	specific	ADJ
fis-1615	76	8	energy	energy	NOUN
fis-1615	76	9	absorption	absorption	NOUN
fis-1615	76	10	of	of	ADP
fis-1615	76	11	sandstone	sandstone	NOUN
fis-1615	76	12	varies	vary	VERB
fis-1615	76	13	more	more	ADV
fis-1615	76	14	obviously	obviously	ADV
fis-1615	76	15	.	.	PUNCT
fis-1615	77	1	taking	take	VERB
fis-1615	77	2	dynamic	dynamic	ADJ
fis-1615	77	3	damage	damage	NOUN
fis-1615	77	4	forms	form	NOUN
fis-1615	77	5	of	of	ADP
fis-1615	77	6	two	two	NUM
fis-1615	77	7	materials	material	NOUN
fis-1615	77	8	into	into	ADP
fis-1615	77	9	account	account	NOUN
fis-1615	77	10	,	,	PUNCT
fis-1615	77	11	we	we	PRON
fis-1615	77	12	can	can	AUX
fis-1615	77	13	summarize	summarize	VERB
fis-1615	77	14	that	that	SCONJ
fis-1615	77	15	,	,	PUNCT
fis-1615	77	16	dynamic	dynamic	ADJ
fis-1615	77	17	forms	form	NOUN
fis-1615	77	18	of	of	ADP
fis-1615	77	19	materials	material	NOUN
fis-1615	77	20	is	be	AUX
fis-1615	77	21	correlated	correlate	VERB
fis-1615	77	22	to	to	ADP
fis-1615	77	23	specific	specific	ADJ
fis-1615	77	24	energy	energy	NOUN
fis-1615	77	25	absorption	absorption	NOUN
fis-1615	77	26	value	value	NOUN
fis-1615	77	27	.	.	PUNCT
fis-1615	78	1	to	to	PART
fis-1615	78	2	be	be	AUX
fis-1615	78	3	specific	specific	ADJ
fis-1615	78	4	,	,	PUNCT
fis-1615	78	5	dynamic	dynamic	ADJ
fis-1615	78	6	i	i	NOUN
fis-1615	78	7	x.	x.	NOUN
fis-1615	79	1	zhengbing	zhengbe	VERB
fis-1615	79	2	et	et	PROPN
fis-1615	79	3	alii	alii	PROPN
fis-1615	79	4	,	,	PUNCT
fis-1615	79	5	frattura	frattura	PROPN
fis-1615	79	6	ed	ed	PROPN
fis-1615	79	7	integrità	integrità	PROPN
fis-1615	79	8	strutturale	strutturale	PROPN
fis-1615	79	9	,	,	PUNCT
fis-1615	79	10	34	34	NUM
fis-1615	79	11	(	(	PUNCT
fis-1615	79	12	2015	2015	NUM
fis-1615	79	13	)	)	PUNCT
fis-1615	79	14	574	574	NUM
fis-1615	79	15	-	-	SYM
fis-1615	79	16	579	579	NUM
fis-1615	79	17	;	;	PUNCT
fis-1615	79	18	doi	doi	NOUN
fis-1615	79	19	:	:	PUNCT
fis-1615	79	20	10.3221	10.3221	NUM
fis-1615	79	21	/	/	SYM
fis-1615	79	22	igf	igf	PROPN
fis-1615	79	23	-	-	PUNCT
fis-1615	79	24	esis.34.63	esis.34.63	PROPN
fis-1615	79	25	579	579	NUM
fis-1615	79	26	damage	damage	NOUN
fis-1615	79	27	materials	material	NOUN
fis-1615	79	28	varies	vary	VERB
fis-1615	79	29	more	more	ADV
fis-1615	79	30	significant	significant	ADJ
fis-1615	79	31	,	,	PUNCT
fis-1615	79	32	leading	lead	VERB
fis-1615	79	33	to	to	ADP
fis-1615	79	34	smaller	small	ADJ
fis-1615	79	35	pieces	piece	NOUN
fis-1615	79	36	,	,	PUNCT
fis-1615	79	37	when	when	SCONJ
fis-1615	79	38	specific	specific	ADJ
fis-1615	79	39	absorption	absorption	NOUN
fis-1615	79	40	value	value	NOUN
fis-1615	79	41	becomes	become	VERB
fis-1615	79	42	higher	high	ADJ
fis-1615	79	43	.	.	PUNCT
fis-1615	80	1	hence	hence	ADV
fis-1615	80	2	we	we	PRON
fis-1615	80	3	confirm	confirm	VERB
fis-1615	80	4	that	that	SCONJ
fis-1615	80	5	,	,	PUNCT
fis-1615	80	6	the	the	DET
fis-1615	80	7	dynamic	dynamic	ADJ
fis-1615	80	8	damage	damage	NOUN
fis-1615	80	9	mechanism	mechanism	NOUN
fis-1615	80	10	of	of	ADP
fis-1615	80	11	concrete	concrete	ADJ
fis-1615	80	12	and	and	CCONJ
fis-1615	80	13	rock	rock	NOUN
fis-1615	80	14	materials	material	NOUN
fis-1615	80	15	is	be	AUX
fis-1615	80	16	that	that	SCONJ
fis-1615	80	17	,	,	PUNCT
fis-1615	80	18	two	two	NUM
fis-1615	80	19	materials	material	NOUN
fis-1615	80	20	are	be	AUX
fis-1615	80	21	in	in	ADP
fis-1615	80	22	a	a	DET
fis-1615	80	23	dynamic	dynamic	ADJ
fis-1615	80	24	instability	instability	NOUN
fis-1615	80	25	state	state	NOUN
fis-1615	80	26	when	when	SCONJ
fis-1615	80	27	carrying	carry	VERB
fis-1615	80	28	impact	impact	NOUN
fis-1615	80	29	load	load	NOUN
fis-1615	80	30	;	;	PUNCT
fis-1615	80	31	large	large	ADJ
fis-1615	80	32	energy	energy	NOUN
fis-1615	80	33	absorbed	absorb	VERB
fis-1615	80	34	by	by	ADP
fis-1615	80	35	unit	unit	NOUN
fis-1615	80	36	volume	volume	NOUN
fis-1615	80	37	of	of	ADP
fis-1615	80	38	material	material	NOUN
fis-1615	80	39	will	will	AUX
fis-1615	80	40	result	result	VERB
fis-1615	80	41	in	in	ADP
fis-1615	80	42	severe	severe	ADJ
fis-1615	80	43	damage	damage	NOUN
fis-1615	80	44	.	.	PUNCT
fis-1615	81	1	as	as	SCONJ
fis-1615	81	2	energy	energy	NOUN
fis-1615	81	3	absorption	absorption	NOUN
fis-1615	81	4	ability	ability	NOUN
fis-1615	81	5	is	be	AUX
fis-1615	81	6	determined	determine	VERB
fis-1615	81	7	by	by	ADP
fis-1615	81	8	properties	property	NOUN
fis-1615	81	9	and	and	CCONJ
fis-1615	81	10	strain	strain	NOUN
fis-1615	81	11	rate	rate	NOUN
fis-1615	81	12	of	of	ADP
fis-1615	81	13	material	material	NOUN
fis-1615	81	14	,	,	PUNCT
fis-1615	81	15	sandstone	sandstone	NOUN
fis-1615	81	16	has	have	VERB
fis-1615	81	17	a	a	DET
fis-1615	81	18	stronger	strong	ADJ
fis-1615	81	19	energy	energy	NOUN
fis-1615	81	20	absorption	absorption	NOUN
fis-1615	81	21	ability	ability	NOUN
fis-1615	81	22	than	than	ADP
fis-1615	81	23	concrete	concrete	ADJ
fis-1615	81	24	.	.	PUNCT
fis-1615	82	1	conclusions	conclusion	NOUN
fis-1615	82	2	hree	hree	PROPN
fis-1615	82	3	points	point	NOUN
fis-1615	82	4	can	can	AUX
fis-1615	82	5	be	be	AUX
fis-1615	82	6	summarized	summarize	VERB
fis-1615	82	7	from	from	ADP
fis-1615	82	8	the	the	DET
fis-1615	82	9	test	test	NOUN
fis-1615	82	10	results	result	NOUN
fis-1615	82	11	.	.	PUNCT
fis-1615	83	1	firstly	firstly	ADV
fis-1615	83	2	,	,	PUNCT
fis-1615	83	3	dynamic	dynamic	ADJ
fis-1615	83	4	mechanical	mechanical	ADJ
fis-1615	83	5	performance	performance	NOUN
fis-1615	83	6	of	of	ADP
fis-1615	83	7	concrete	concrete	ADJ
fis-1615	83	8	and	and	CCONJ
fis-1615	83	9	sandstone	sandstone	NOUN
fis-1615	83	10	is	be	AUX
fis-1615	83	11	in	in	ADP
fis-1615	83	12	a	a	DET
fis-1615	83	13	close	close	ADJ
fis-1615	83	14	correlation	correlation	NOUN
fis-1615	83	15	with	with	ADP
fis-1615	83	16	strain	strain	NOUN
fis-1615	83	17	rate	rate	NOUN
fis-1615	83	18	and	and	CCONJ
fis-1615	83	19	dynamic	dynamic	ADJ
fis-1615	83	20	compressive	compressive	ADJ
fis-1615	83	21	strength	strength	NOUN
fis-1615	83	22	and	and	CCONJ
fis-1615	83	23	peak	peak	NOUN
fis-1615	83	24	strain	strain	NOUN
fis-1615	83	25	is	be	AUX
fis-1615	83	26	positively	positively	ADV
fis-1615	83	27	correlated	correlate	VERB
fis-1615	83	28	to	to	PART
fis-1615	83	29	strain	strain	VERB
fis-1615	83	30	rate	rate	NOUN
fis-1615	83	31	,	,	PUNCT
fis-1615	83	32	i.e.	i.e.	X
fis-1615	83	33	,	,	PUNCT
fis-1615	83	34	the	the	DET
fis-1615	83	35	former	former	ADJ
fis-1615	83	36	increase	increase	NOUN
fis-1615	83	37	with	with	ADP
fis-1615	83	38	the	the	DET
fis-1615	83	39	increase	increase	NOUN
fis-1615	83	40	of	of	ADP
fis-1615	83	41	the	the	DET
fis-1615	83	42	latter	latter	ADJ
fis-1615	83	43	.	.	PUNCT
fis-1615	84	1	secondly	secondly	ADV
fis-1615	84	2	,	,	PUNCT
fis-1615	84	3	dynamic	dynamic	ADJ
fis-1615	84	4	compressive	compressive	ADJ
fis-1615	84	5	strength	strength	NOUN
fis-1615	84	6	of	of	ADP
fis-1615	84	7	two	two	NUM
fis-1615	84	8	materials	material	NOUN
fis-1615	84	9	is	be	AUX
fis-1615	84	10	approximately	approximately	ADV
fis-1615	84	11	in	in	ADP
fis-1615	84	12	linear	linear	ADJ
fis-1615	84	13	correlation	correlation	NOUN
fis-1615	84	14	with	with	ADP
fis-1615	84	15	strain	strain	NOUN
fis-1615	84	16	rate	rate	NOUN
fis-1615	84	17	,	,	PUNCT
fis-1615	84	18	and	and	CCONJ
fis-1615	84	19	peak	peak	NOUN
fis-1615	84	20	strain	strain	NOUN
fis-1615	84	21	and	and	CCONJ
fis-1615	84	22	strain	strain	NOUN
fis-1615	84	23	rate	rate	NOUN
fis-1615	84	24	has	have	VERB
fis-1615	84	25	a	a	DET
fis-1615	84	26	second	second	ADJ
fis-1615	84	27	order	order	NOUN
fis-1615	84	28	correlation	correlation	NOUN
fis-1615	84	29	,	,	PUNCT
fis-1615	84	30	concrete	concrete	NOUN
fis-1615	84	31	is	be	AUX
fis-1615	84	32	more	more	ADV
fis-1615	84	33	obvious	obvious	ADJ
fis-1615	84	34	than	than	ADP
fis-1615	84	35	rock	rock	NOUN
fis-1615	84	36	.	.	PUNCT
fis-1615	85	1	the	the	DET
fis-1615	85	2	last	last	ADJ
fis-1615	85	3	point	point	NOUN
fis-1615	85	4	is	be	AUX
fis-1615	85	5	that	that	SCONJ
fis-1615	85	6	,	,	PUNCT
fis-1615	85	7	dynamic	dynamic	ADJ
fis-1615	85	8	damage	damage	NOUN
fis-1615	85	9	mechanism	mechanism	NOUN
fis-1615	85	10	of	of	ADP
fis-1615	85	11	two	two	NUM
fis-1615	85	12	materials	material	NOUN
fis-1615	85	13	is	be	AUX
fis-1615	85	14	actually	actually	ADV
fis-1615	85	15	a	a	DET
fis-1615	85	16	dynamic	dynamic	ADJ
fis-1615	85	17	instability	instability	NOUN
fis-1615	85	18	process	process	NOUN
fis-1615	85	19	produced	produce	VERB
fis-1615	85	20	after	after	ADP
fis-1615	85	21	absorbed	absorb	VERB
fis-1615	85	22	impact	impact	NOUN
fis-1615	85	23	load	load	NOUN
fis-1615	85	24	and	and	CCONJ
fis-1615	85	25	damage	damage	NOUN
fis-1615	85	26	becomes	become	VERB
fis-1615	85	27	severer	severe	ADJ
fis-1615	85	28	as	as	ADP
fis-1615	85	29	energy	energy	NOUN
fis-1615	85	30	increases	increase	NOUN
fis-1615	85	31	;	;	PUNCT
fis-1615	85	32	the	the	DET
fis-1615	85	33	ability	ability	NOUN
fis-1615	85	34	of	of	ADP
fis-1615	85	35	energy	energy	NOUN
fis-1615	85	36	absorption	absorption	NOUN
fis-1615	85	37	is	be	AUX
fis-1615	85	38	usually	usually	ADV
fis-1615	85	39	determined	determine	VERB
fis-1615	85	40	by	by	ADP
fis-1615	85	41	characteristics	characteristic	NOUN
fis-1615	85	42	and	and	CCONJ
fis-1615	85	43	strain	strain	NOUN
fis-1615	85	44	rate	rate	NOUN
fis-1615	85	45	of	of	ADP
fis-1615	85	46	materials	material	NOUN
fis-1615	85	47	.	.	PUNCT
fis-1615	86	1	we	we	PRON
fis-1615	86	2	conclude	conclude	VERB
fis-1615	86	3	from	from	ADP
fis-1615	86	4	the	the	DET
fis-1615	86	5	above	above	ADJ
fis-1615	86	6	three	three	NUM
fis-1615	86	7	points	point	NOUN
fis-1615	86	8	that	that	SCONJ
fis-1615	86	9	,	,	PUNCT
fis-1615	86	10	concrete	concrete	ADJ
fis-1615	86	11	is	be	AUX
fis-1615	86	12	more	more	ADV
fis-1615	86	13	suitable	suitable	ADJ
fis-1615	86	14	to	to	PART
fis-1615	86	15	be	be	AUX
fis-1615	86	16	used	use	VERB
fis-1615	86	17	as	as	ADP
fis-1615	86	18	building	build	VERB
fis-1615	86	19	material	material	NOUN
fis-1615	86	20	than	than	ADP
fis-1615	86	21	rock	rock	NOUN
fis-1615	86	22	materials	material	NOUN
fis-1615	86	23	.	.	PUNCT
fis-1615	87	1	however	however	ADV
fis-1615	87	2	,	,	PUNCT
fis-1615	87	3	selection	selection	NOUN
fis-1615	87	4	of	of	ADP
fis-1615	87	5	material	material	NOUN
fis-1615	87	6	is	be	AUX
fis-1615	87	7	affected	affect	VERB
fis-1615	87	8	by	by	ADP
fis-1615	87	9	multiple	multiple	ADJ
fis-1615	87	10	factors	factor	NOUN
fis-1615	87	11	in	in	ADP
fis-1615	87	12	the	the	DET
fis-1615	87	13	process	process	NOUN
fis-1615	87	14	of	of	ADP
fis-1615	87	15	engineering	engineering	NOUN
fis-1615	87	16	construction	construction	NOUN
fis-1615	87	17	;	;	PUNCT
fis-1615	87	18	therefore	therefore	ADV
fis-1615	87	19	,	,	PUNCT
fis-1615	87	20	construction	construction	NOUN
fis-1615	87	21	material	material	NOUN
fis-1615	87	22	should	should	AUX
fis-1615	87	23	be	be	AUX
fis-1615	87	24	chosen	choose	VERB
fis-1615	87	25	according	accord	VERB
fis-1615	87	26	to	to	ADP
fis-1615	87	27	local	local	ADJ
fis-1615	87	28	conditions	condition	NOUN
fis-1615	87	29	.	.	PUNCT
fis-1615	88	1	references	reference	NOUN
fis-1615	88	2	[	[	X
fis-1615	88	3	1	1	NUM
fis-1615	88	4	]	]	X
fis-1615	88	5	huang	huang	PROPN
fis-1615	88	6	,	,	PUNCT
fis-1615	88	7	l.x	l.x	PROPN
fis-1615	88	8	.	.	PROPN
fis-1615	88	9	,	,	PUNCT
fis-1615	88	10	development	development	NOUN
fis-1615	88	11	and	and	CCONJ
fis-1615	88	12	new	new	ADJ
fis-1615	88	13	achievements	achievement	NOUN
fis-1615	88	14	of	of	ADP
fis-1615	88	15	rock	rock	NOUN
fis-1615	88	16	dynamics	dynamic	NOUN
fis-1615	88	17	in	in	ADP
fis-1615	88	18	china	china	PROPN
fis-1615	88	19	,	,	PUNCT
fis-1615	88	20	rock	rock	NOUN
fis-1615	88	21	and	and	CCONJ
fis-1615	88	22	soil	soil	NOUN
fis-1615	88	23	mechanics	mechanic	NOUN
fis-1615	88	24	,	,	PUNCT
fis-1615	88	25	2(10	2(10	NUM
fis-1615	88	26	)	)	PUNCT
fis-1615	88	27	(	(	PUNCT
fis-1615	88	28	2011	2011	NUM
fis-1615	88	29	)	)	PUNCT
fis-1615	88	30	2889	2889	NUM
fis-1615	88	31	-	-	SYM
fis-1615	88	32	2900	2900	NUM
fis-1615	88	33	.	.	PUNCT
fis-1615	89	1	[	[	X
fis-1615	89	2	2	2	NUM
fis-1615	89	3	]	]	X
fis-1615	89	4	hong	hong	PROPN
fis-1615	89	5	,	,	PUNCT
fis-1615	89	6	l.	l.	PROPN
fis-1615	89	7	,	,	PUNCT
fis-1615	89	8	li	li	PROPN
fis-1615	89	9	,	,	PUNCT
fis-1615	89	10	x.b	x.b	PROPN
fis-1615	89	11	.	.	PROPN
fis-1615	89	12	,	,	PUNCT
fis-1615	89	13	ma	ma	PROPN
fis-1615	89	14	,	,	PUNCT
fis-1615	89	15	c.d	c.d	PROPN
fis-1615	89	16	.	.	PROPN
fis-1615	89	17	,	,	PUNCT
fis-1615	89	18	yin	yin	PROPN
fis-1615	89	19	,	,	PUNCT
fis-1615	89	20	s.b	s.b	PROPN
fis-1615	89	21	.	.	PROPN
fis-1615	89	22	,	,	PUNCT
fis-1615	89	23	ye	ye	PROPN
fis-1615	89	24	,	,	PUNCT
fis-1615	89	25	z.y	z.y	PROPN
fis-1615	89	26	.	.	PROPN
fis-1615	89	27	,	,	PUNCT
fis-1615	89	28	liao	liao	PROPN
fis-1615	89	29	,	,	PUNCT
fis-1615	89	30	g.y	g.y	PROPN
fis-1615	89	31	.	.	PROPN
fis-1615	89	32	,	,	PUNCT
fis-1615	89	33	study	study	VERB
fis-1615	89	34	on	on	ADP
fis-1615	89	35	size	size	NOUN
fis-1615	89	36	effect	effect	NOUN
fis-1615	89	37	of	of	ADP
fis-1615	89	38	rock	rock	NOUN
fis-1615	89	39	dynamic	dynamic	ADJ
fis-1615	89	40	strength	strength	NOUN
fis-1615	89	41	and	and	CCONJ
fis-1615	89	42	strain	strain	NOUN
fis-1615	89	43	rate	rate	NOUN
fis-1615	89	44	sensitivity	sensitivity	NOUN
fis-1615	89	45	,	,	PUNCT
fis-1615	89	46	chinese	chinese	ADJ
fis-1615	89	47	journal	journal	NOUN
fis-1615	89	48	of	of	ADP
fis-1615	89	49	rock	rock	NOUN
fis-1615	89	50	mechanics	mechanic	NOUN
fis-1615	89	51	and	and	CCONJ
fis-1615	89	52	engineering	engineering	NOUN
fis-1615	89	53	,	,	PUNCT
fis-1615	89	54	27(3	27(3	NUM
fis-1615	89	55	)	)	PUNCT
fis-1615	89	56	(	(	PUNCT
fis-1615	89	57	2008	2008	NUM
fis-1615	89	58	)	)	PUNCT
fis-1615	89	59	526	526	NUM
fis-1615	89	60	-	-	SYM
fis-1615	89	61	533	533	NUM
fis-1615	89	62	.	.	PUNCT
fis-1615	90	1	[	[	X
fis-1615	90	2	3	3	NUM
fis-1615	90	3	]	]	X
fis-1615	90	4	xu	xu	PROPN
fis-1615	90	5	,	,	PUNCT
fis-1615	90	6	j.y	j.y	PROPN
fis-1615	90	7	.	.	PROPN
fis-1615	90	8	,	,	PUNCT
fis-1615	90	9	li	li	PROPN
fis-1615	90	10	,	,	PUNCT
fis-1615	90	11	w.m	w.m	PROPN
fis-1615	90	12	.	.	PROPN
fis-1615	90	13	,	,	PUNCT
fis-1615	90	14	fan	fan	PROPN
fis-1615	90	15	,	,	PUNCT
fis-1615	90	16	f.l	f.l	PROPN
fis-1615	90	17	.	.	PROPN
fis-1615	90	18	,	,	PUNCT
fis-1615	90	19	bai	bai	PROPN
fis-1615	90	20	,	,	PUNCT
fis-1615	90	21	e.l	e.l	PROPN
fis-1615	90	22	.	.	PROPN
fis-1615	90	23	,	,	PUNCT
fis-1615	90	24	experimental	experimental	ADJ
fis-1615	90	25	study	study	NOUN
fis-1615	90	26	on	on	ADP
fis-1615	90	27	impact	impact	NOUN
fis-1615	90	28	properties	property	NOUN
fis-1615	90	29	of	of	ADP
fis-1615	90	30	carbon	carbon	NOUN
fis-1615	90	31	fiber	fiber	NOUN
fis-1615	90	32	reinforced	reinforce	VERB
fis-1615	90	33	geopolymeric	geopolymeric	NOUN
fis-1615	90	34	concrete	concrete	NOUN
fis-1615	90	35	using	use	VERB
fis-1615	90	36	a	a	DET
fis-1615	90	37	shpb	shpb	NOUN
fis-1615	90	38	,	,	PUNCT
fis-1615	90	39	journal	journal	NOUN
fis-1615	90	40	of	of	ADP
fis-1615	90	41	building	building	NOUN
fis-1615	90	42	materials	material	NOUN
fis-1615	90	43	,	,	PUNCT
fis-1615	90	44	13(4	13(4	NUM
fis-1615	90	45	)	)	PUNCT
fis-1615	90	46	(	(	PUNCT
fis-1615	90	47	2010	2010	NUM
fis-1615	90	48	)	)	PUNCT
fis-1615	90	49	66	66	NUM
fis-1615	90	50	-	-	SYM
fis-1615	90	51	69	69	NUM
fis-1615	90	52	.	.	PUNCT
fis-1615	91	1	[	[	X
fis-1615	91	2	4	4	NUM
fis-1615	91	3	]	]	X
fis-1615	91	4	wu	wu	PROPN
fis-1615	91	5	.	.	PUNCT
fis-1615	92	1	j.h	j.h	PROPN
fis-1615	92	2	.	.	PROPN
fis-1615	92	3	,	,	PUNCT
fis-1615	92	4	yu	yu	PROPN
fis-1615	92	5	,	,	PUNCT
fis-1615	92	6	h.y	h.y	PROPN
fis-1615	92	7	.	.	PROPN
fis-1615	92	8	,	,	PUNCT
fis-1615	92	9	li	li	PROPN
fis-1615	92	10	,	,	PUNCT
fis-1615	92	11	q.	q.	PROPN
fis-1615	92	12	,	,	PUNCT
fis-1615	92	13	jiang	jiang	PROPN
fis-1615	92	14	,	,	PUNCT
fis-1615	92	15	y.d	y.d	PROPN
fis-1615	92	16	.	.	PROPN
fis-1615	92	17	,	,	PUNCT
fis-1615	92	18	experimental	experimental	ADJ
fis-1615	92	19	study	study	NOUN
fis-1615	92	20	on	on	ADP
fis-1615	92	21	axial	axial	ADJ
fis-1615	92	22	property	property	NOUN
fis-1615	92	23	for	for	ADP
fis-1615	92	24	concrete	concrete	NOUN
fis-1615	92	25	with	with	ADP
fis-1615	92	26	constant	constant	ADJ
fis-1615	92	27	surrounding	surround	VERB
fis-1615	92	28	pressure	pressure	NOUN
fis-1615	92	29	ratio	ratio	NOUN
fis-1615	92	30	,	,	PUNCT
fis-1615	92	31	journal	journal	NOUN
fis-1615	92	32	of	of	ADP
fis-1615	92	33	experimental	experimental	ADJ
fis-1615	92	34	mechanics	mechanic	NOUN
fis-1615	92	35	,	,	PUNCT
fis-1615	92	36	22(2	22(2	NUM
fis-1615	92	37	)	)	PUNCT
fis-1615	92	38	(	(	PUNCT
fis-1615	92	39	2007	2007	NUM
fis-1615	92	40	)	)	PUNCT
fis-1615	92	41	142	142	NUM
fis-1615	92	42	-	-	SYM
fis-1615	92	43	148	148	NUM
fis-1615	92	44	.	.	PUNCT
fis-1615	93	1	[	[	X
fis-1615	93	2	5	5	NUM
fis-1615	93	3	]	]	SYM
fis-1615	93	4	zhi	zhi	PROPN
fis-1615	93	5	,	,	PUNCT
fis-1615	93	6	l.p	l.p	PROPN
fis-1615	93	7	.	.	PROPN
fis-1615	93	8	,	,	PUNCT
fis-1615	93	9	xu	xu	PROPN
fis-1615	93	10	,	,	PUNCT
fis-1615	93	11	j.y	j.y	PROPN
fis-1615	93	12	.	.	PROPN
fis-1615	93	13	,	,	PUNCT
fis-1615	93	14	liu	liu	PROPN
fis-1615	93	15	,	,	PUNCT
fis-1615	93	16	j.z	j.z	PROPN
fis-1615	93	17	.	.	PROPN
fis-1615	93	18	,	,	PUNCT
fis-1615	93	19	liu	liu	PROPN
fis-1615	93	20	,	,	PUNCT
fis-1615	93	21	s.	s.	PROPN
fis-1615	93	22	,	,	PUNCT
fis-1615	93	23	study	study	VERB
fis-1615	93	24	on	on	ADP
fis-1615	93	25	dynamic	dynamic	ADJ
fis-1615	93	26	mechanical	mechanical	ADJ
fis-1615	93	27	properties	property	NOUN
fis-1615	93	28	of	of	ADP
fis-1615	93	29	two	two	NUM
fis-1615	93	30	rocks	rock	NOUN
fis-1615	93	31	under	under	ADP
fis-1615	93	32	shpb	shpb	NOUN
fis-1615	93	33	experiment	experiment	NOUN
fis-1615	93	34	.	.	PUNCT
fis-1615	94	1	building	build	VERB
fis-1615	94	2	science	science	NOUN
fis-1615	94	3	research	research	NOUN
fis-1615	94	4	of	of	ADP
fis-1615	94	5	sichuan	sichuan	PROPN
fis-1615	94	6	,	,	PUNCT
fis-1615	94	7	38(4	38(4	NUM
fis-1615	94	8	)	)	PUNCT
fis-1615	94	9	(	(	PUNCT
fis-1615	94	10	2012	2012	NUM
fis-1615	94	11	)	)	PUNCT
fis-1615	94	12	111	111	NUM
fis-1615	94	13	-	-	SYM
fis-1615	94	14	114	114	NUM
fis-1615	94	15	.	.	PUNCT
fis-1615	95	1	[	[	X
fis-1615	95	2	6	6	NUM
fis-1615	95	3	]	]	X
fis-1615	95	4	jiao	jiao	PROPN
fis-1615	95	5	,	,	PUNCT
fis-1615	95	6	c.j	c.j	PROPN
fis-1615	95	7	.	.	PROPN
fis-1615	95	8	,	,	PUNCT
fis-1615	95	9	sun	sun	PROPN
fis-1615	95	10	,	,	PUNCT
fis-1615	95	11	w.	w.	PROPN
fis-1615	95	12	,	,	PUNCT
fis-1615	95	13	gao	gao	PROPN
fis-1615	95	14	,	,	PUNCT
fis-1615	95	15	p.z	p.z	PROPN
fis-1615	95	16	.	.	PROPN
fis-1615	95	17	,	,	PUNCT
fis-1615	95	18	study	study	NOUN
fis-1615	95	19	of	of	ADP
fis-1615	95	20	steel	steel	NOUN
fis-1615	95	21	fiber	fiber	NOUN
fis-1615	95	22	reinforced	reinforce	VERB
fis-1615	95	23	high	high	ADJ
fis-1615	95	24	strength	strength	NOUN
fis-1615	95	25	concrete	concrete	ADJ
fis-1615	95	26	subject	subject	NOUN
fis-1615	95	27	to	to	ADP
fis-1615	95	28	blast	blast	NOUN
fis-1615	95	29	loading	loading	NOUN
fis-1615	95	30	,	,	PUNCT
fis-1615	95	31	engineering	engineering	NOUN
fis-1615	95	32	mechanics	mechanic	NOUN
fis-1615	95	33	,	,	PUNCT
fis-1615	95	34	25(3	25(3	NUM
fis-1615	95	35	)	)	PUNCT
fis-1615	95	36	(	(	PUNCT
fis-1615	95	37	2008	2008	NUM
fis-1615	95	38	)	)	PUNCT
fis-1615	95	39	158	158	NUM
fis-1615	95	40	-	-	SYM
fis-1615	95	41	166	166	NUM
fis-1615	95	42	.	.	PUNCT
fis-1615	96	1	[	[	X
fis-1615	96	2	7	7	NUM
fis-1615	96	3	]	]	SYM
fis-1615	96	4	xu	xu	PROPN
fis-1615	96	5	,	,	PUNCT
fis-1615	96	6	j.y	j.y	PROPN
fis-1615	96	7	.	.	PROPN
fis-1615	96	8	,	,	PUNCT
fis-1615	96	9	liu	liu	PROPN
fis-1615	96	10	,	,	PUNCT
fis-1615	96	11	s.	s.	PROPN
fis-1615	96	12	,	,	PUNCT
fis-1615	96	13	fractal	fractal	PROPN
fis-1615	96	14	features	feature	NOUN
fis-1615	96	15	of	of	ADP
fis-1615	96	16	marble	marble	NOUN
fis-1615	96	17	pieces	piece	NOUN
fis-1615	96	18	in	in	ADP
fis-1615	96	19	impact	impact	NOUN
fis-1615	96	20	loading	loading	NOUN
fis-1615	96	21	test	test	NOUN
fis-1615	96	22	,	,	PUNCT
fis-1615	96	23	rock	rock	NOUN
fis-1615	96	24	and	and	CCONJ
fis-1615	96	25	soil	soil	NOUN
fis-1615	96	26	mechanics	mechanic	NOUN
fis-1615	96	27	,	,	PUNCT
fis-1615	96	28	3(11	3(11	NUM
fis-1615	96	29	)	)	PUNCT
fis-1615	96	30	(	(	PUNCT
fis-1615	96	31	2012	2012	NUM
fis-1615	96	32	)	)	PUNCT
fis-1615	96	33	32253229	32253229	NUM
fis-1615	96	34	.	.	PUNCT
fis-1615	97	1	[	[	X
fis-1615	97	2	8	8	NUM
fis-1615	97	3	]	]	X
fis-1615	97	4	shao	shao	PROPN
fis-1615	97	5	,	,	PUNCT
fis-1615	97	6	m.s	m.s	PROPN
fis-1615	97	7	.	.	PROPN
fis-1615	97	8	,	,	PUNCT
fis-1615	97	9	li	li	PROPN
fis-1615	97	10	,	,	PUNCT
fis-1615	97	11	l.	l.	PROPN
fis-1615	97	12	,	,	PUNCT
fis-1615	97	13	li	li	PROPN
fis-1615	97	14	,	,	PUNCT
fis-1615	97	15	z.x	z.x	PROPN
fis-1615	97	16	.	.	PROPN
fis-1615	97	17	,	,	PUNCT
fis-1615	97	18	elastic	elastic	ADJ
fis-1615	97	19	wave	wave	NOUN
fis-1615	97	20	velocity	velocity	NOUN
fis-1615	97	21	and	and	CCONJ
fis-1615	97	22	mechanical	mechanical	ADJ
fis-1615	97	23	properties	property	NOUN
fis-1615	97	24	of	of	ADP
fis-1615	97	25	sandstone	sandstone	NOUN
fis-1615	97	26	under	under	ADP
fis-1615	97	27	different	different	ADJ
fis-1615	97	28	water	water	NOUN
fis-1615	97	29	content	content	NOUN
fis-1615	97	30	at	at	ADP
fis-1615	97	31	longyou	longyou	ADJ
fis-1615	97	32	grottoes	grotto	NOUN
fis-1615	97	33	,	,	PUNCT
fis-1615	97	34	29(supplement	29(supplement	NUM
fis-1615	97	35	)	)	PUNCT
fis-1615	97	36	(	(	PUNCT
fis-1615	97	37	2010	2010	NUM
fis-1615	97	38	)	)	PUNCT
fis-1615	97	39	3514	3514	NUM
fis-1615	97	40	-	-	SYM
fis-1615	97	41	3518	3518	NUM
fis-1615	97	42	.	.	PUNCT
fis-1615	98	1	[	[	X
fis-1615	98	2	9	9	NUM
fis-1615	98	3	]	]	X
fis-1615	98	4	huang	huang	PROPN
fis-1615	98	5	,	,	PUNCT
fis-1615	98	6	z.p	z.p	PROPN
fis-1615	98	7	.	.	PROPN
fis-1615	98	8	,	,	PUNCT
fis-1615	98	9	tang	tang	PROPN
fis-1615	98	10	,	,	PUNCT
fis-1615	98	11	c.a	c.a	PROPN
fis-1615	98	12	.	.	PROPN
fis-1615	98	13	,	,	PUNCT
fis-1615	98	14	zhao	zhao	PROPN
fis-1615	98	15	,	,	PUNCT
fis-1615	98	16	w.	w.	PROPN
fis-1615	98	17	,	,	PUNCT
fis-1615	98	18	numerical	numerical	PROPN
fis-1615	98	19	simulation	simulation	NOUN
fis-1615	98	20	of	of	ADP
fis-1615	98	21	rockburst	rockburst	NOUN
fis-1615	98	22	failure	failure	NOUN
fis-1615	98	23	induced	induce	VERB
fis-1615	98	24	transient	transient	ADJ
fis-1615	98	25	unloading	unloading	NOUN
fis-1615	98	26	under	under	ADP
fis-1615	98	27	different	different	ADJ
fis-1615	98	28	axial	axial	ADJ
fis-1615	98	29	stress	stress	NOUN
fis-1615	98	30	,	,	PUNCT
fis-1615	98	31	journal	journal	NOUN
fis-1615	98	32	of	of	ADP
fis-1615	98	33	northeastern	northeastern	ADJ
fis-1615	98	34	university	university	PROPN
fis-1615	98	35	,	,	PUNCT
fis-1615	98	36	32(6	32(6	NUM
fis-1615	98	37	)	)	PUNCT
fis-1615	98	38	(	(	PUNCT
fis-1615	98	39	2011	2011	NUM
fis-1615	98	40	)	)	PUNCT
fis-1615	98	41	859	859	NUM
fis-1615	98	42	-	-	SYM
fis-1615	98	43	863	863	NUM
fis-1615	98	44	.	.	PUNCT
fis-1615	99	1	[	[	X
fis-1615	99	2	10	10	NUM
fis-1615	99	3	]	]	X
fis-1615	99	4	li	li	PROPN
fis-1615	99	5	,	,	PUNCT
fis-1615	99	6	s.j	s.j	PROPN
fis-1615	99	7	.	.	PROPN
fis-1615	99	8	,	,	PUNCT
fis-1615	99	9	geological	geological	ADJ
fis-1615	99	10	natural	natural	ADJ
fis-1615	99	11	of	of	ADP
fis-1615	99	12	rock	rock	NOUN
fis-1615	99	13	and	and	CCONJ
fis-1615	99	14	its	its	PRON
fis-1615	99	15	deduction	deduction	NOUN
fis-1615	99	16	for	for	ADP
fis-1615	99	17	rock	rock	NOUN
fis-1615	99	18	mechanics	mechanic	NOUN
fis-1615	99	19	,	,	PUNCT
fis-1615	99	20	chinese	chinese	ADJ
fis-1615	99	21	journal	journal	NOUN
fis-1615	99	22	of	of	ADP
fis-1615	99	23	mechanics	mechanic	NOUN
fis-1615	99	24	and	and	CCONJ
fis-1615	99	25	engineering	engineering	NOUN
fis-1615	99	26	,	,	PUNCT
fis-1615	99	27	28(3	28(3	NUM
fis-1615	99	28	)	)	PUNCT
fis-1615	99	29	(	(	PUNCT
fis-1615	99	30	2009	2009	NUM
fis-1615	99	31	)	)	PUNCT
fis-1615	99	32	433	433	NUM
fis-1615	99	33	-	-	SYM
fis-1615	99	34	450	450	NUM
fis-1615	99	35	.	.	PUNCT
fis-1615	100	1	t	t	NOUN