id	sid	tid	token	lemma	pos
fis-1900	1	1	shot	shoot	VERB
fis-1900	1	2	peening	peene	VERB
fis-1900	1	3	processes	process	NOUN
fis-1900	1	4	to	to	PART
fis-1900	1	5	obtain	obtain	VERB
fis-1900	1	6	nanocrystalline	nanocrystalline	ADJ
fis-1900	1	7	surfaces	surface	NOUN
fis-1900	1	8	in	in	ADP
fis-1900	1	9	metal	metal	NOUN
fis-1900	1	10	alloys	alloy	NOUN
fis-1900	1	11	:	:	PUNCT
fis-1900	1	12	y.	y.	PROPN
fis-1900	1	13	yang	yang	PROPN
fis-1900	1	14	et	et	PROPN
fis-1900	1	15	alii	alii	PROPN
fis-1900	1	16	,	,	PUNCT
fis-1900	1	17	frattura	frattura	PROPN
fis-1900	1	18	ed	ed	PROPN
fis-1900	1	19	integrità	integrità	PROPN
fis-1900	1	20	strutturale	strutturale	PROPN
fis-1900	1	21	,	,	PUNCT
fis-1900	1	22	41	41	NUM
fis-1900	1	23	(	(	PUNCT
fis-1900	1	24	2017	2017	NUM
fis-1900	1	25	)	)	PUNCT
fis-1900	1	26	339	339	NUM
fis-1900	1	27	-	-	SYM
fis-1900	1	28	349	349	NUM
fis-1900	1	29	;	;	PUNCT
fis-1900	1	30	doi	doi	NOUN
fis-1900	1	31	:	:	PUNCT
fis-1900	1	32	10.3221	10.3221	NUM
fis-1900	1	33	/	/	SYM
fis-1900	1	34	igf	igf	PROPN
fis-1900	1	35	-	-	PUNCT
fis-1900	1	36	esis.41.45	esis.41.45	PROPN
fis-1900	1	37	339	339	NUM
fis-1900	1	38	research	research	NOUN
fis-1900	1	39	on	on	ADP
fis-1900	1	40	differences	difference	NOUN
fis-1900	1	41	and	and	CCONJ
fis-1900	1	42	correlation	correlation	NOUN
fis-1900	1	43	between	between	ADP
fis-1900	1	44	tensile	tensile	NOUN
fis-1900	1	45	,	,	PUNCT
fis-1900	1	46	compression	compression	NOUN
fis-1900	1	47	and	and	CCONJ
fis-1900	1	48	flexural	flexural	ADJ
fis-1900	1	49	moduli	modulus	NOUN
fis-1900	1	50	of	of	ADP
fis-1900	1	51	cement	cement	NOUN
fis-1900	1	52	stabilized	stabilize	VERB
fis-1900	1	53	macadam	macadam	NOUN
fis-1900	1	54	yi	yi	PROPN
fis-1900	1	55	yang	yang	PROPN
fis-1900	1	56	school	school	PROPN
fis-1900	1	57	of	of	ADP
fis-1900	1	58	traffic	traffic	NOUN
fis-1900	1	59	and	and	CCONJ
fis-1900	1	60	transportation	transportation	NOUN
fis-1900	1	61	,	,	PUNCT
fis-1900	1	62	changsha	changsha	PROPN
fis-1900	1	63	university	university	PROPN
fis-1900	1	64	of	of	ADP
fis-1900	1	65	science	science	PROPN
fis-1900	1	66	&	&	CCONJ
fis-1900	1	67	technology	technology	PROPN
fis-1900	1	68	,	,	PUNCT
fis-1900	1	69	hunan	hunan	PROPN
fis-1900	1	70	410004	410004	NUM
fis-1900	1	71	,	,	PUNCT
fis-1900	1	72	china	china	PROPN
fis-1900	1	73	;	;	PUNCT
fis-1900	1	74	modern	modern	ADJ
fis-1900	1	75	investment	investment	PROPN
fis-1900	1	76	co.	co.	PROPN
fis-1900	1	77	,	,	PUNCT
fis-1900	1	78	ltd	ltd	PROPN
fis-1900	1	79	.	.	PROPN
fis-1900	1	80	,	,	PUNCT
fis-1900	1	81	hunan	hunan	PROPN
fis-1900	1	82	410004	410004	NUM
fis-1900	1	83	,	,	PUNCT
fis-1900	1	84	china	china	PROPN
fis-1900	1	85	114949297@qq.com	114949297@qq.com	NUM
fis-1900	1	86	jianlong	jianlong	PROPN
fis-1900	1	87	zheng	zheng	PROPN
fis-1900	1	88	school	school	NOUN
fis-1900	1	89	of	of	ADP
fis-1900	1	90	traffic	traffic	NOUN
fis-1900	1	91	and	and	CCONJ
fis-1900	1	92	transportation	transportation	NOUN
fis-1900	1	93	,	,	PUNCT
fis-1900	1	94	changsha	changsha	PROPN
fis-1900	1	95	university	university	PROPN
fis-1900	1	96	of	of	ADP
fis-1900	1	97	science	science	PROPN
fis-1900	1	98	&	&	CCONJ
fis-1900	1	99	technology	technology	PROPN
fis-1900	1	100	,	,	PUNCT
fis-1900	1	101	hunan	hunan	PROPN
fis-1900	1	102	410004	410004	NUM
fis-1900	1	103	,	,	PUNCT
fis-1900	1	104	china	china	PROPN
fis-1900	1	105	zjl@csust.edu.cn	zjl@csust.edu.cn	PROPN
fis-1900	1	106	songtao	songtao	PROPN
fis-1900	1	107	lv	lv	PROPN
fis-1900	1	108	school	school	NOUN
fis-1900	1	109	of	of	ADP
fis-1900	1	110	traffic	traffic	NOUN
fis-1900	1	111	and	and	CCONJ
fis-1900	1	112	transportation	transportation	NOUN
fis-1900	1	113	,	,	PUNCT
fis-1900	1	114	changsha	changsha	PROPN
fis-1900	1	115	university	university	PROPN
fis-1900	1	116	of	of	ADP
fis-1900	1	117	science	science	PROPN
fis-1900	1	118	&	&	CCONJ
fis-1900	1	119	technology	technology	PROPN
fis-1900	1	120	,	,	PUNCT
fis-1900	1	121	hunan	hunan	PROPN
fis-1900	1	122	410004	410004	NUM
fis-1900	1	123	,	,	PUNCT
fis-1900	1	124	china	china	PROPN
fis-1900	1	125	lstcs@126.com	lstcs@126.com	PROPN
fis-1900	1	126	abstract	abstract	NOUN
fis-1900	1	127	.	.	PUNCT
fis-1900	2	1	in	in	ADP
fis-1900	2	2	order	order	NOUN
fis-1900	2	3	to	to	PART
fis-1900	2	4	reveal	reveal	VERB
fis-1900	2	5	the	the	DET
fis-1900	2	6	differences	difference	NOUN
fis-1900	2	7	and	and	CCONJ
fis-1900	2	8	conversion	conversion	NOUN
fis-1900	2	9	relations	relation	NOUN
fis-1900	2	10	between	between	ADP
fis-1900	2	11	the	the	DET
fis-1900	2	12	tensile	tensile	NOUN
fis-1900	2	13	,	,	PUNCT
fis-1900	2	14	compressive	compressive	ADJ
fis-1900	2	15	and	and	CCONJ
fis-1900	2	16	flexural	flexural	ADJ
fis-1900	2	17	moduli	modulus	NOUN
fis-1900	2	18	of	of	ADP
fis-1900	2	19	cement	cement	NOUN
fis-1900	2	20	stabilized	stabilize	VERB
fis-1900	2	21	macadam	macadam	NOUN
fis-1900	2	22	,	,	PUNCT
fis-1900	2	23	in	in	ADP
fis-1900	2	24	this	this	DET
fis-1900	2	25	paper	paper	NOUN
fis-1900	2	26	,	,	PUNCT
fis-1900	2	27	we	we	PRON
fis-1900	2	28	develop	develop	VERB
fis-1900	2	29	a	a	DET
fis-1900	2	30	new	new	ADJ
fis-1900	2	31	test	test	NOUN
fis-1900	2	32	method	method	NOUN
fis-1900	2	33	for	for	ADP
fis-1900	2	34	measuring	measure	VERB
fis-1900	2	35	three	three	NUM
fis-1900	2	36	moduli	modulus	NOUN
fis-1900	2	37	simultaneously	simultaneously	ADV
fis-1900	2	38	.	.	PUNCT
fis-1900	3	1	by	by	ADP
fis-1900	3	2	using	use	VERB
fis-1900	3	3	the	the	DET
fis-1900	3	4	materials	material	NOUN
fis-1900	3	5	testing	testing	NOUN
fis-1900	3	6	system	system	NOUN
fis-1900	3	7	,	,	PUNCT
fis-1900	3	8	we	we	PRON
fis-1900	3	9	test	test	VERB
fis-1900	3	10	three	three	NUM
fis-1900	3	11	moduli	modulus	NOUN
fis-1900	3	12	of	of	ADP
fis-1900	3	13	the	the	DET
fis-1900	3	14	cement	cement	NOUN
fis-1900	3	15	stabilized	stabilize	VERB
fis-1900	3	16	macadam	macadam	NOUN
fis-1900	3	17	under	under	ADP
fis-1900	3	18	different	different	ADJ
fis-1900	3	19	loading	loading	NOUN
fis-1900	3	20	rates	rate	NOUN
fis-1900	3	21	,	,	PUNCT
fis-1900	3	22	propose	propose	VERB
fis-1900	3	23	a	a	DET
fis-1900	3	24	flexural	flexural	ADJ
fis-1900	3	25	modulus	modulus	ADJ
fis-1900	3	26	calculation	calculation	NOUN
fis-1900	3	27	formula	formula	NOUN
fis-1900	3	28	which	which	PRON
fis-1900	3	29	considers	consider	VERB
fis-1900	3	30	the	the	DET
fis-1900	3	31	shearing	shearing	NOUN
fis-1900	3	32	effect	effect	NOUN
fis-1900	3	33	,	,	PUNCT
fis-1900	3	34	reveal	reveal	VERB
fis-1900	3	35	the	the	DET
fis-1900	3	36	change	change	NOUN
fis-1900	3	37	rules	rule	NOUN
fis-1900	3	38	of	of	ADP
fis-1900	3	39	the	the	DET
fis-1900	3	40	tensile	tensile	NOUN
fis-1900	3	41	,	,	PUNCT
fis-1900	3	42	compression	compression	NOUN
fis-1900	3	43	and	and	CCONJ
fis-1900	3	44	flexural	flexural	ADJ
fis-1900	3	45	moduli	modulus	NOUN
fis-1900	3	46	with	with	ADP
fis-1900	3	47	the	the	DET
fis-1900	3	48	loading	loading	NOUN
fis-1900	3	49	rate	rate	NOUN
fis-1900	3	50	and	and	CCONJ
fis-1900	3	51	establish	establish	VERB
fis-1900	3	52	the	the	DET
fis-1900	3	53	conversion	conversion	NOUN
fis-1900	3	54	relationships	relationship	NOUN
fis-1900	3	55	between	between	ADP
fis-1900	3	56	the	the	DET
fis-1900	3	57	three	three	NUM
fis-1900	3	58	moduli	modulus	NOUN
fis-1900	3	59	.	.	PUNCT
fis-1900	4	1	the	the	DET
fis-1900	4	2	results	result	NOUN
fis-1900	4	3	indicate	indicate	VERB
fis-1900	4	4	that	that	SCONJ
fis-1900	4	5	:	:	PUNCT
fis-1900	4	6	three	three	NUM
fis-1900	4	7	moduli	modulus	NOUN
fis-1900	4	8	become	become	VERB
fis-1900	4	9	larger	large	ADJ
fis-1900	4	10	with	with	ADP
fis-1900	4	11	the	the	DET
fis-1900	4	12	increase	increase	NOUN
fis-1900	4	13	of	of	ADP
fis-1900	4	14	the	the	DET
fis-1900	4	15	loading	loading	NOUN
fis-1900	4	16	rate	rate	NOUN
fis-1900	4	17	,	,	PUNCT
fis-1900	4	18	showing	show	VERB
fis-1900	4	19	a	a	DET
fis-1900	4	20	power	power	NOUN
fis-1900	4	21	function	function	NOUN
fis-1900	4	22	pattern	pattern	NOUN
fis-1900	4	23	;	;	PUNCT
fis-1900	4	24	with	with	SCONJ
fis-1900	4	25	the	the	DET
fis-1900	4	26	shear	shear	NOUN
fis-1900	4	27	effect	effect	NOUN
fis-1900	4	28	considered	consider	VERB
fis-1900	4	29	,	,	PUNCT
fis-1900	4	30	the	the	DET
fis-1900	4	31	flexural	flexural	ADJ
fis-1900	4	32	modulus	modulus	NOUN
fis-1900	4	33	is	be	AUX
fis-1900	4	34	increased	increase	VERB
fis-1900	4	35	by	by	ADP
fis-1900	4	36	47	47	NUM
fis-1900	4	37	%	%	NOUN
fis-1900	4	38	approximately	approximately	ADV
fis-1900	4	39	over	over	ADP
fis-1900	4	40	that	that	PRON
fis-1900	4	41	in	in	ADP
fis-1900	4	42	the	the	DET
fis-1900	4	43	current	current	ADJ
fis-1900	4	44	test	test	NOUN
fis-1900	4	45	method	method	NOUN
fis-1900	4	46	;	;	PUNCT
fis-1900	4	47	the	the	DET
fis-1900	4	48	tensile	tensile	NOUN
fis-1900	4	49	and	and	CCONJ
fis-1900	4	50	compression	compression	NOUN
fis-1900	4	51	moduli	modulus	NOUN
fis-1900	4	52	of	of	ADP
fis-1900	4	53	cement	cement	NOUN
fis-1900	4	54	stabilized	stabilize	VERB
fis-1900	4	55	macadam	macadam	NOUN
fis-1900	4	56	are	be	AUX
fis-1900	4	57	significantly	significantly	ADV
fis-1900	4	58	different	different	ADJ
fis-1900	4	59	.	.	PUNCT
fis-1900	5	1	therefore	therefore	ADV
fis-1900	5	2	,	,	PUNCT
fis-1900	5	3	if	if	SCONJ
fis-1900	5	4	only	only	ADV
fis-1900	5	5	the	the	DET
fis-1900	5	6	compression	compression	NOUN
fis-1900	5	7	modulus	modulus	NOUN
fis-1900	5	8	is	be	AUX
fis-1900	5	9	used	use	VERB
fis-1900	5	10	as	as	ADP
fis-1900	5	11	the	the	DET
fis-1900	5	12	structural	structural	ADJ
fis-1900	5	13	design	design	NOUN
fis-1900	5	14	parameter	parameter	NOUN
fis-1900	5	15	of	of	ADP
fis-1900	5	16	asphalt	asphalt	NOUN
fis-1900	5	17	pavement	pavement	NOUN
fis-1900	5	18	,	,	PUNCT
fis-1900	5	19	there	there	PRON
fis-1900	5	20	will	will	AUX
fis-1900	5	21	be	be	AUX
fis-1900	5	22	a	a	DET
fis-1900	5	23	great	great	ADJ
fis-1900	5	24	deviation	deviation	NOUN
fis-1900	5	25	in	in	ADP
fis-1900	5	26	the	the	DET
fis-1900	5	27	analysis	analysis	NOUN
fis-1900	5	28	of	of	ADP
fis-1900	5	29	the	the	DET
fis-1900	5	30	load	load	NOUN
fis-1900	5	31	response	response	NOUN
fis-1900	5	32	.	.	PUNCT
fis-1900	6	1	in	in	ADP
fis-1900	6	2	order	order	NOUN
fis-1900	6	3	to	to	PART
fis-1900	6	4	achieve	achieve	VERB
fis-1900	6	5	scientific	scientific	ADJ
fis-1900	6	6	design	design	NOUN
fis-1900	6	7	and	and	CCONJ
fis-1900	6	8	calculation	calculation	NOUN
fis-1900	6	9	,	,	PUNCT
fis-1900	6	10	the	the	DET
fis-1900	6	11	appropriate	appropriate	ADJ
fis-1900	6	12	design	design	NOUN
fis-1900	6	13	parameters	parameter	NOUN
fis-1900	6	14	should	should	AUX
fis-1900	6	15	be	be	AUX
fis-1900	6	16	chosen	choose	VERB
fis-1900	6	17	based	base	VERB
fis-1900	6	18	on	on	ADP
fis-1900	6	19	the	the	DET
fis-1900	6	20	actual	actual	ADJ
fis-1900	6	21	stress	stress	NOUN
fis-1900	6	22	state	state	NOUN
fis-1900	6	23	at	at	ADP
fis-1900	6	24	each	each	DET
fis-1900	6	25	point	point	NOUN
fis-1900	6	26	inside	inside	ADP
fis-1900	6	27	the	the	DET
fis-1900	6	28	pavement	pavement	NOUN
fis-1900	6	29	structure	structure	NOUN
fis-1900	6	30	.	.	PUNCT
fis-1900	7	1	keywords	keyword	NOUN
fis-1900	7	2	.	.	PUNCT
fis-1900	8	1	road	road	NOUN
fis-1900	8	2	engineering	engineering	NOUN
fis-1900	8	3	;	;	PUNCT
fis-1900	8	4	cement	cement	NOUN
fis-1900	8	5	stabilized	stabilize	VERB
fis-1900	8	6	macadam	macadam	NOUN
fis-1900	8	7	;	;	PUNCT
fis-1900	8	8	laboratory	laboratory	NOUN
fis-1900	8	9	test	test	NOUN
fis-1900	8	10	;	;	PUNCT
fis-1900	8	11	tensile	tensile	NOUN
fis-1900	8	12	-	-	PUNCT
fis-1900	8	13	compression	compression	NOUN
fis-1900	8	14	-	-	PUNCT
fis-1900	8	15	flexural	flexural	ADJ
fis-1900	8	16	modulus	modulus	NOUN
fis-1900	8	17	;	;	PUNCT
fis-1900	8	18	loading	loading	NOUN
fis-1900	8	19	rate	rate	NOUN
fis-1900	8	20	.	.	PUNCT
fis-1900	9	1	citation	citation	NOUN
fis-1900	9	2	:	:	PUNCT
fis-1900	10	1	yang	yang	PROPN
fis-1900	10	2	,	,	PUNCT
fis-1900	10	3	y.	y.	PROPN
fis-1900	10	4	,	,	PUNCT
fis-1900	10	5	zheng	zheng	PROPN
fis-1900	10	6	,	,	PUNCT
fis-1900	10	7	j.	j.	PROPN
fis-1900	10	8	,	,	PUNCT
fis-1900	10	9	lv	lv	PROPN
fis-1900	10	10	,	,	PUNCT
fis-1900	10	11	s.	s.	PROPN
fis-1900	10	12	,	,	PUNCT
fis-1900	10	13	research	research	NOUN
fis-1900	10	14	on	on	ADP
fis-1900	10	15	differences	difference	NOUN
fis-1900	10	16	and	and	CCONJ
fis-1900	10	17	correlation	correlation	NOUN
fis-1900	10	18	between	between	ADP
fis-1900	10	19	tensile	tensile	NOUN
fis-1900	10	20	,	,	PUNCT
fis-1900	10	21	compression	compression	NOUN
fis-1900	10	22	and	and	CCONJ
fis-1900	10	23	flexural	flexural	ADJ
fis-1900	10	24	moduli	modulus	NOUN
fis-1900	10	25	of	of	ADP
fis-1900	10	26	cement	cement	NOUN
fis-1900	10	27	stabilized	stabilize	VERB
fis-1900	10	28	macadam	macadam	NOUN
fis-1900	10	29	,	,	PUNCT
fis-1900	10	30	frattura	frattura	NOUN
fis-1900	10	31	ed	ed	PROPN
fis-1900	10	32	integrità	integrità	PROPN
fis-1900	10	33	strutturale	strutturale	PROPN
fis-1900	10	34	,	,	PUNCT
fis-1900	10	35	41	41	NUM
fis-1900	10	36	(	(	PUNCT
fis-1900	10	37	2017	2017	NUM
fis-1900	10	38	)	)	PUNCT
fis-1900	10	39	339	339	NUM
fis-1900	10	40	-	-	SYM
fis-1900	10	41	349	349	NUM
fis-1900	10	42	.	.	PUNCT
fis-1900	11	1	received	receive	VERB
fis-1900	11	2	:	:	PUNCT
fis-1900	11	3	14.03.2017	14.03.2017	NUM
fis-1900	11	4	accepted	accept	VERB
fis-1900	11	5	:	:	PUNCT
fis-1900	11	6	23.04.2017	23.04.2017	NUM
fis-1900	11	7	published	publish	VERB
fis-1900	11	8	:	:	PUNCT
fis-1900	11	9	01.07.2017	01.07.2017	NOUN
fis-1900	12	1	copyright	copyright	NOUN
fis-1900	12	2	:	:	PUNCT
fis-1900	12	3	©	©	PROPN
fis-1900	12	4	2017	2017	NUM
fis-1900	12	5	this	this	PRON
fis-1900	12	6	is	be	AUX
fis-1900	12	7	an	an	DET
fis-1900	12	8	open	open	ADJ
fis-1900	12	9	access	access	NOUN
fis-1900	12	10	article	article	NOUN
fis-1900	12	11	under	under	ADP
fis-1900	12	12	the	the	DET
fis-1900	12	13	terms	term	NOUN
fis-1900	12	14	of	of	ADP
fis-1900	12	15	the	the	DET
fis-1900	12	16	cc	cc	NOUN
fis-1900	12	17	-	-	PUNCT
fis-1900	12	18	by	by	ADP
fis-1900	12	19	4.0	4.0	NUM
fis-1900	12	20	,	,	PUNCT
fis-1900	12	21	which	which	PRON
fis-1900	12	22	permits	permit	VERB
fis-1900	12	23	unrestricted	unrestricted	ADJ
fis-1900	12	24	use	use	NOUN
fis-1900	12	25	,	,	PUNCT
fis-1900	12	26	distribution	distribution	NOUN
fis-1900	12	27	,	,	PUNCT
fis-1900	12	28	and	and	CCONJ
fis-1900	12	29	reproduction	reproduction	NOUN
fis-1900	12	30	in	in	ADP
fis-1900	12	31	any	any	DET
fis-1900	12	32	medium	medium	NOUN
fis-1900	12	33	,	,	PUNCT
fis-1900	12	34	provided	provide	VERB
fis-1900	12	35	the	the	DET
fis-1900	12	36	original	original	ADJ
fis-1900	12	37	author	author	NOUN
fis-1900	12	38	and	and	CCONJ
fis-1900	12	39	source	source	NOUN
fis-1900	12	40	are	be	AUX
fis-1900	12	41	credited	credit	VERB
fis-1900	12	42	.	.	PUNCT
fis-1900	13	1	y.	y.	PROPN
fis-1900	13	2	yang	yang	PROPN
fis-1900	13	3	et	et	PROPN
fis-1900	13	4	alii	alii	PROPN
fis-1900	13	5	,	,	PUNCT
fis-1900	13	6	frattura	frattura	PROPN
fis-1900	13	7	ed	ed	PROPN
fis-1900	13	8	integrità	integrità	PROPN
fis-1900	13	9	strutturale	strutturale	PROPN
fis-1900	13	10	,	,	PUNCT
fis-1900	13	11	41	41	NUM
fis-1900	13	12	(	(	PUNCT
fis-1900	13	13	2017	2017	NUM
fis-1900	13	14	)	)	PUNCT
fis-1900	13	15	339	339	NUM
fis-1900	13	16	-	-	SYM
fis-1900	13	17	349	349	NUM
fis-1900	13	18	;	;	PUNCT
fis-1900	13	19	doi	doi	NOUN
fis-1900	13	20	:	:	PUNCT
fis-1900	13	21	10.3221	10.3221	NUM
fis-1900	13	22	/	/	SYM
fis-1900	13	23	igf	igf	PROPN
fis-1900	13	24	-	-	PROPN
fis-1900	13	25	esis.41.45	esis.41.45	PROPN
fis-1900	13	26	340	340	NUM
fis-1900	13	27	introduction	introduction	NOUN
fis-1900	13	28	ue	ue	INTJ
fis-1900	13	29	to	to	ADP
fis-1900	13	30	high	high	ADJ
fis-1900	13	31	intensity	intensity	NOUN
fis-1900	13	32	and	and	CCONJ
fis-1900	13	33	rigidity	rigidity	NOUN
fis-1900	13	34	and	and	CCONJ
fis-1900	13	35	good	good	ADJ
fis-1900	13	36	resistance	resistance	NOUN
fis-1900	13	37	,	,	PUNCT
fis-1900	13	38	the	the	DET
fis-1900	13	39	cement	cement	NOUN
fis-1900	13	40	stabilized	stabilize	VERB
fis-1900	13	41	semi	semi	ADJ
fis-1900	13	42	-	-	ADJ
fis-1900	13	43	rigid	rigid	ADJ
fis-1900	13	44	base	base	NOUN
fis-1900	13	45	can	can	AUX
fis-1900	13	46	adapt	adapt	VERB
fis-1900	13	47	to	to	ADP
fis-1900	13	48	heavy	heavy	ADJ
fis-1900	13	49	traffic	traffic	NOUN
fis-1900	13	50	and	and	CCONJ
fis-1900	13	51	complex	complex	ADJ
fis-1900	13	52	climate	climate	NOUN
fis-1900	13	53	environment	environment	NOUN
fis-1900	13	54	,	,	PUNCT
fis-1900	13	55	making	make	VERB
fis-1900	13	56	it	it	PRON
fis-1900	13	57	become	become	VERB
fis-1900	13	58	one	one	NUM
fis-1900	13	59	of	of	ADP
fis-1900	13	60	the	the	DET
fis-1900	13	61	major	major	ADJ
fis-1900	13	62	types	type	NOUN
fis-1900	13	63	of	of	ADP
fis-1900	13	64	base	base	NOUN
fis-1900	13	65	course	course	NOUN
fis-1900	13	66	for	for	ADP
fis-1900	13	67	highgrade	highgrade	NOUN
fis-1900	13	68	highway	highway	NOUN
fis-1900	13	69	asphalt	asphalt	NOUN
fis-1900	13	70	pavement	pavement	NOUN
fis-1900	13	71	in	in	ADP
fis-1900	13	72	china	china	PROPN
fis-1900	14	1	[	[	X
fis-1900	14	2	1	1	NUM
fis-1900	14	3	]	]	PUNCT
fis-1900	14	4	.	.	PUNCT
fis-1900	15	1	restricted	restrict	VERB
fis-1900	15	2	by	by	ADP
fis-1900	15	3	economic	economic	ADJ
fis-1900	15	4	and	and	CCONJ
fis-1900	15	5	technological	technological	ADJ
fis-1900	15	6	conditions	condition	NOUN
fis-1900	15	7	,	,	PUNCT
fis-1900	15	8	for	for	ADP
fis-1900	15	9	a	a	DET
fis-1900	15	10	long	long	ADJ
fis-1900	15	11	period	period	NOUN
fis-1900	15	12	of	of	ADP
fis-1900	15	13	time	time	NOUN
fis-1900	15	14	,	,	PUNCT
fis-1900	15	15	semi	semi	ADJ
fis-1900	15	16	-	-	ADJ
fis-1900	15	17	rigid	rigid	ADJ
fis-1900	15	18	base	base	NOUN
fis-1900	15	19	will	will	AUX
fis-1900	15	20	still	still	ADV
fis-1900	15	21	be	be	AUX
fis-1900	15	22	widely	widely	ADV
fis-1900	15	23	applied	apply	VERB
fis-1900	15	24	as	as	ADP
fis-1900	15	25	a	a	DET
fis-1900	15	26	major	major	ADJ
fis-1900	15	27	base	base	NOUN
fis-1900	15	28	course	course	NOUN
fis-1900	15	29	of	of	ADP
fis-1900	15	30	pavement	pavement	NOUN
fis-1900	15	31	.	.	PUNCT
fis-1900	16	1	therefore	therefore	ADV
fis-1900	16	2	,	,	PUNCT
fis-1900	16	3	we	we	PRON
fis-1900	16	4	should	should	AUX
fis-1900	16	5	further	far	ADV
fis-1900	16	6	understand	understand	VERB
fis-1900	16	7	its	its	PRON
fis-1900	16	8	characteristics	characteristic	NOUN
fis-1900	16	9	and	and	CCONJ
fis-1900	16	10	improve	improve	VERB
fis-1900	16	11	and	and	CCONJ
fis-1900	16	12	utilize	utilize	VERB
fis-1900	16	13	them	they	PRON
fis-1900	16	14	so	so	SCONJ
fis-1900	16	15	as	as	SCONJ
fis-1900	16	16	to	to	PART
fis-1900	16	17	give	give	VERB
fis-1900	16	18	full	full	ADJ
fis-1900	16	19	play	play	NOUN
fis-1900	16	20	to	to	ADP
fis-1900	16	21	the	the	DET
fis-1900	16	22	advantages	advantage	NOUN
fis-1900	16	23	of	of	ADP
fis-1900	16	24	this	this	DET
fis-1900	16	25	semirigid	semirigid	ADJ
fis-1900	16	26	base	base	NOUN
fis-1900	16	27	material	material	NOUN
fis-1900	16	28	[	[	X
fis-1900	16	29	2	2	NUM
fis-1900	16	30	]	]	PUNCT
fis-1900	16	31	.	.	PUNCT
fis-1900	17	1	the	the	DET
fis-1900	17	2	asphalt	asphalt	NOUN
fis-1900	17	3	pavement	pavement	NOUN
fis-1900	17	4	design	design	NOUN
fis-1900	17	5	code	code	NOUN
fis-1900	17	6	currently	currently	ADV
fis-1900	17	7	in	in	ADP
fis-1900	17	8	use	use	NOUN
fis-1900	17	9	in	in	ADP
fis-1900	17	10	china	china	PROPN
fis-1900	17	11	is	be	AUX
fis-1900	17	12	simple	simple	ADJ
fis-1900	17	13	,	,	PUNCT
fis-1900	17	14	in	in	ADP
fis-1900	17	15	which	which	PRON
fis-1900	17	16	unconfined	unconfined	ADJ
fis-1900	17	17	compressive	compressive	ADJ
fis-1900	17	18	resilient	resilient	ADJ
fis-1900	17	19	modulus	modulus	NOUN
fis-1900	17	20	is	be	AUX
fis-1900	17	21	used	use	VERB
fis-1900	17	22	as	as	ADP
fis-1900	17	23	the	the	DET
fis-1900	17	24	parameters	parameter	NOUN
fis-1900	17	25	in	in	ADP
fis-1900	17	26	the	the	DET
fis-1900	17	27	structural	structural	ADJ
fis-1900	17	28	design	design	NOUN
fis-1900	17	29	of	of	ADP
fis-1900	17	30	asphalt	asphalt	NOUN
fis-1900	17	31	mixture	mixture	NOUN
fis-1900	17	32	and	and	CCONJ
fis-1900	17	33	semi	semi	ADJ
fis-1900	17	34	-	-	ADJ
fis-1900	17	35	rigid	rigid	ADJ
fis-1900	17	36	base	base	NOUN
fis-1900	17	37	material	material	NOUN
fis-1900	17	38	[	[	X
fis-1900	17	39	3,4	3,4	NUM
fis-1900	17	40	]	]	PUNCT
fis-1900	17	41	,	,	PUNCT
fis-1900	17	42	and	and	CCONJ
fis-1900	17	43	the	the	DET
fis-1900	17	44	pavement	pavement	NOUN
fis-1900	17	45	material	material	NOUN
fis-1900	17	46	is	be	AUX
fis-1900	17	47	similar	similar	ADJ
fis-1900	17	48	to	to	ADP
fis-1900	17	49	most	most	ADJ
fis-1900	17	50	of	of	ADP
fis-1900	17	51	the	the	DET
fis-1900	17	52	engineering	engineering	NOUN
fis-1900	17	53	materials	material	NOUN
fis-1900	17	54	,	,	PUNCT
fis-1900	17	55	showing	show	VERB
fis-1900	17	56	different	different	ADJ
fis-1900	17	57	characteristics	characteristic	NOUN
fis-1900	17	58	under	under	ADP
fis-1900	17	59	different	different	ADJ
fis-1900	17	60	tensile	tensile	NOUN
fis-1900	17	61	and	and	CCONJ
fis-1900	17	62	compression	compression	NOUN
fis-1900	17	63	moduli	modulus	NOUN
fis-1900	17	64	.	.	PUNCT
fis-1900	18	1	when	when	SCONJ
fis-1900	18	2	the	the	DET
fis-1900	18	3	difference	difference	NOUN
fis-1900	18	4	between	between	ADP
fis-1900	18	5	the	the	DET
fis-1900	18	6	tensile	tensile	NOUN
fis-1900	18	7	and	and	CCONJ
fis-1900	18	8	compression	compression	NOUN
fis-1900	18	9	moduli	modulus	NOUN
fis-1900	18	10	of	of	ADP
fis-1900	18	11	the	the	DET
fis-1900	18	12	material	material	NOUN
fis-1900	18	13	is	be	AUX
fis-1900	18	14	large	large	ADJ
fis-1900	18	15	,	,	PUNCT
fis-1900	18	16	it	it	PRON
fis-1900	18	17	is	be	AUX
fis-1900	18	18	inappropriate	inappropriate	ADJ
fis-1900	18	19	to	to	PART
fis-1900	18	20	use	use	VERB
fis-1900	18	21	a	a	DET
fis-1900	18	22	single	single	ADJ
fis-1900	18	23	modulus	modulus	NOUN
fis-1900	18	24	to	to	PART
fis-1900	18	25	calculate	calculate	VERB
fis-1900	18	26	and	and	CCONJ
fis-1900	18	27	analyze	analyze	VERB
fis-1900	18	28	the	the	DET
fis-1900	18	29	mechanical	mechanical	ADJ
fis-1900	18	30	response	response	NOUN
fis-1900	18	31	[	[	X
fis-1900	18	32	5	5	NUM
fis-1900	18	33	]	]	PUNCT
fis-1900	18	34	.	.	PUNCT
fis-1900	19	1	reference	reference	NOUN
fis-1900	19	2	[	[	X
fis-1900	19	3	6,7	6,7	NUM
fis-1900	19	4	]	]	PUNCT
fis-1900	19	5	studied	study	VERB
fis-1900	19	6	the	the	DET
fis-1900	19	7	constitutive	constitutive	ADJ
fis-1900	19	8	relations	relation	NOUN
fis-1900	19	9	of	of	ADP
fis-1900	19	10	materials	material	NOUN
fis-1900	19	11	with	with	ADP
fis-1900	19	12	different	different	ADJ
fis-1900	19	13	tensile	tensile	NOUN
fis-1900	19	14	and	and	CCONJ
fis-1900	19	15	compressive	compressive	ADJ
fis-1900	19	16	elastic	elastic	ADJ
fis-1900	19	17	moduli	modulus	NOUN
fis-1900	19	18	and	and	CCONJ
fis-1900	19	19	the	the	DET
fis-1900	19	20	fracture	fracture	ADJ
fis-1900	19	21	mechanical	mechanical	ADJ
fis-1900	19	22	responses	response	NOUN
fis-1900	19	23	thereof	thereof	ADV
fis-1900	19	24	.	.	PUNCT
fis-1900	20	1	reference	reference	NOUN
fis-1900	20	2	[	[	X
fis-1900	20	3	8	8	NUM
fis-1900	20	4	-	-	SYM
fis-1900	20	5	11	11	NUM
fis-1900	20	6	]	]	PUNCT
fis-1900	20	7	discussed	discuss	VERB
fis-1900	20	8	and	and	CCONJ
fis-1900	20	9	analyzed	analyze	VERB
fis-1900	20	10	the	the	DET
fis-1900	20	11	application	application	NOUN
fis-1900	20	12	of	of	ADP
fis-1900	20	13	the	the	DET
fis-1900	20	14	elastic	elastic	ADJ
fis-1900	20	15	theory	theory	NOUN
fis-1900	20	16	of	of	ADP
fis-1900	20	17	different	different	ADJ
fis-1900	20	18	moduli	modulus	NOUN
fis-1900	20	19	like	like	ADP
fis-1900	20	20	tensile	tensile	NOUN
fis-1900	20	21	and	and	CCONJ
fis-1900	20	22	compression	compression	NOUN
fis-1900	20	23	moduli	modulus	NOUN
fis-1900	20	24	in	in	ADP
fis-1900	20	25	the	the	DET
fis-1900	20	26	theories	theory	NOUN
fis-1900	20	27	of	of	ADP
fis-1900	20	28	beam	beam	NOUN
fis-1900	20	29	,	,	PUNCT
fis-1900	20	30	shell	shell	NOUN
fis-1900	20	31	and	and	CCONJ
fis-1900	20	32	plate	plate	NOUN
fis-1900	20	33	,	,	PUNCT
fis-1900	20	34	established	establish	VERB
fis-1900	20	35	elasticity	elasticity	NOUN
fis-1900	20	36	solutions	solution	NOUN
fis-1900	20	37	to	to	ADP
fis-1900	20	38	beams	beam	NOUN
fis-1900	20	39	,	,	PUNCT
fis-1900	20	40	shells	shell	NOUN
fis-1900	20	41	and	and	CCONJ
fis-1900	20	42	plates	plate	NOUN
fis-1900	20	43	with	with	ADP
fis-1900	20	44	different	different	ADJ
fis-1900	20	45	tensile	tensile	NOUN
fis-1900	20	46	and	and	CCONJ
fis-1900	20	47	compression	compression	NOUN
fis-1900	20	48	moduli	modulus	NOUN
fis-1900	20	49	under	under	ADP
fis-1900	20	50	different	different	ADJ
fis-1900	20	51	loads	load	NOUN
fis-1900	20	52	,	,	PUNCT
fis-1900	20	53	and	and	CCONJ
fis-1900	20	54	proposed	propose	VERB
fis-1900	20	55	a	a	DET
fis-1900	20	56	static	static	ADJ
fis-1900	20	57	equilibrium	equilibrium	NOUN
fis-1900	20	58	equation	equation	NOUN
fis-1900	20	59	and	and	CCONJ
fis-1900	20	60	calculation	calculation	NOUN
fis-1900	20	61	methods	method	NOUN
fis-1900	20	62	for	for	ADP
fis-1900	20	63	stress	stress	NOUN
fis-1900	20	64	and	and	CCONJ
fis-1900	20	65	displacement	displacement	NOUN
fis-1900	20	66	under	under	ADP
fis-1900	20	67	external	external	ADJ
fis-1900	20	68	force	force	NOUN
fis-1900	20	69	.	.	PUNCT
fis-1900	21	1	for	for	ADP
fis-1900	21	2	the	the	DET
fis-1900	21	3	pavement	pavement	NOUN
fis-1900	21	4	material	material	NOUN
fis-1900	21	5	,	,	PUNCT
fis-1900	21	6	in	in	ADP
fis-1900	21	7	1992	1992	NUM
fis-1900	21	8	,	,	PUNCT
fis-1900	21	9	changsha	changsha	PROPN
fis-1900	21	10	university	university	PROPN
fis-1900	21	11	of	of	ADP
fis-1900	21	12	science	science	PROPN
fis-1900	21	13	&	&	CCONJ
fis-1900	21	14	technology	technology	PROPN
fis-1900	21	15	(	(	PUNCT
fis-1900	21	16	formerly	formerly	ADV
fis-1900	21	17	changsha	changsha	PROPN
fis-1900	21	18	communications	communications	PROPN
fis-1900	21	19	college	college	PROPN
fis-1900	21	20	)	)	PUNCT
fis-1900	21	21	proposed	propose	VERB
fis-1900	21	22	a	a	DET
fis-1900	21	23	calculation	calculation	NOUN
fis-1900	21	24	method	method	NOUN
fis-1900	21	25	when	when	SCONJ
fis-1900	21	26	differences	difference	NOUN
fis-1900	21	27	between	between	ADP
fis-1900	21	28	tensile	tensile	NOUN
fis-1900	21	29	and	and	CCONJ
fis-1900	21	30	compression	compression	NOUN
fis-1900	21	31	moduli	modulus	NOUN
fis-1900	21	32	are	be	AUX
fis-1900	21	33	considered	consider	VERB
fis-1900	21	34	for	for	ADP
fis-1900	21	35	the	the	DET
fis-1900	21	36	rigid	rigid	ADJ
fis-1900	21	37	pavement	pavement	NOUN
fis-1900	21	38	[	[	X
fis-1900	21	39	12	12	NUM
fis-1900	21	40	]	]	PUNCT
fis-1900	21	41	,	,	PUNCT
fis-1900	21	42	then	then	ADV
fis-1900	21	43	analyzed	analyze	VERB
fis-1900	21	44	the	the	DET
fis-1900	21	45	drawbacks	drawback	NOUN
fis-1900	21	46	of	of	ADP
fis-1900	21	47	flexible	flexible	ADJ
fis-1900	21	48	pavement	pavement	NOUN
fis-1900	21	49	design	design	NOUN
fis-1900	21	50	using	use	VERB
fis-1900	21	51	tensile	tensile	NOUN
fis-1900	21	52	and	and	CCONJ
fis-1900	21	53	compression	compression	NOUN
fis-1900	21	54	moduli	modulus	NOUN
fis-1900	21	55	as	as	ADP
fis-1900	21	56	the	the	DET
fis-1900	21	57	moduli	modulus	NOUN
fis-1900	21	58	of	of	ADP
fis-1900	21	59	the	the	DET
fis-1900	21	60	structural	structural	ADJ
fis-1900	21	61	layer	layer	NOUN
fis-1900	21	62	and	and	CCONJ
fis-1900	21	63	deduced	deduce	VERB
fis-1900	21	64	the	the	DET
fis-1900	21	65	basic	basic	ADJ
fis-1900	21	66	formula	formula	NOUN
fis-1900	21	67	and	and	CCONJ
fis-1900	21	68	test	test	NOUN
fis-1900	21	69	method	method	NOUN
fis-1900	21	70	of	of	ADP
fis-1900	21	71	the	the	DET
fis-1900	21	72	double	double	ADJ
fis-1900	21	73	modulus	modulus	ADJ
fis-1900	21	74	theory	theory	NOUN
fis-1900	21	75	[	[	X
fis-1900	21	76	13	13	NUM
fis-1900	21	77	]	]	PUNCT
fis-1900	21	78	.	.	PUNCT
fis-1900	22	1	the	the	DET
fis-1900	22	2	semi	semi	ADJ
fis-1900	22	3	-	-	ADJ
fis-1900	22	4	rigid	rigid	ADJ
fis-1900	22	5	base	base	NOUN
fis-1900	22	6	is	be	AUX
fis-1900	22	7	formed	form	VERB
fis-1900	22	8	through	through	ADP
fis-1900	22	9	stratified	stratified	ADJ
fis-1900	22	10	compaction	compaction	NOUN
fis-1900	22	11	,	,	PUNCT
fis-1900	22	12	with	with	ADP
fis-1900	22	13	significant	significant	ADJ
fis-1900	22	14	differences	difference	NOUN
fis-1900	22	15	in	in	ADP
fis-1900	22	16	its	its	PRON
fis-1900	22	17	tensile	tensile	NOUN
fis-1900	22	18	and	and	CCONJ
fis-1900	22	19	compressive	compressive	ADJ
fis-1900	22	20	moduli	modulus	NOUN
fis-1900	22	21	.	.	PUNCT
fis-1900	23	1	under	under	ADP
fis-1900	23	2	the	the	DET
fis-1900	23	3	action	action	NOUN
fis-1900	23	4	of	of	ADP
fis-1900	23	5	traffic	traffic	NOUN
fis-1900	23	6	load	load	NOUN
fis-1900	23	7	,	,	PUNCT
fis-1900	23	8	the	the	DET
fis-1900	23	9	neutral	neutral	ADJ
fis-1900	23	10	surface	surface	NOUN
fis-1900	23	11	of	of	ADP
fis-1900	23	12	the	the	DET
fis-1900	23	13	semi	semi	ADJ
fis-1900	23	14	-	-	ADJ
fis-1900	23	15	rigid	rigid	ADJ
fis-1900	23	16	base	base	NOUN
fis-1900	23	17	course	course	NOUN
fis-1900	23	18	is	be	AUX
fis-1900	23	19	not	not	PART
fis-1900	23	20	at	at	ADP
fis-1900	23	21	the	the	DET
fis-1900	23	22	geometric	geometric	ADJ
fis-1900	23	23	center	center	NOUN
fis-1900	23	24	of	of	ADP
fis-1900	23	25	the	the	DET
fis-1900	23	26	structural	structural	ADJ
fis-1900	23	27	layer	layer	NOUN
fis-1900	23	28	;	;	PUNCT
fis-1900	23	29	instead	instead	ADV
fis-1900	23	30	,	,	PUNCT
fis-1900	23	31	it	it	PRON
fis-1900	23	32	shifts	shift	NOUN
fis-1900	23	33	towards	towards	ADP
fis-1900	23	34	the	the	DET
fis-1900	23	35	compressive	compressive	ADJ
fis-1900	23	36	zone	zone	NOUN
fis-1900	23	37	.	.	PUNCT
fis-1900	24	1	the	the	DET
fis-1900	24	2	existing	exist	VERB
fis-1900	24	3	asphalt	asphalt	NOUN
fis-1900	24	4	pavement	pavement	NOUN
fis-1900	24	5	design	design	NOUN
fis-1900	24	6	method	method	NOUN
fis-1900	24	7	does	do	AUX
fis-1900	24	8	not	not	PART
fis-1900	24	9	consider	consider	VERB
fis-1900	24	10	the	the	DET
fis-1900	24	11	actual	actual	ADJ
fis-1900	24	12	stress	stress	NOUN
fis-1900	24	13	distribution	distribution	NOUN
fis-1900	24	14	of	of	ADP
fis-1900	24	15	the	the	DET
fis-1900	24	16	semi	semi	ADJ
fis-1900	24	17	-	-	ADJ
fis-1900	24	18	rigid	rigid	ADJ
fis-1900	24	19	base	base	NOUN
fis-1900	24	20	,	,	PUNCT
fis-1900	24	21	and	and	CCONJ
fis-1900	24	22	performs	perform	VERB
fis-1900	24	23	the	the	DET
fis-1900	24	24	structural	structural	ADJ
fis-1900	24	25	load	load	NOUN
fis-1900	24	26	response	response	NOUN
fis-1900	24	27	analysis	analysis	NOUN
fis-1900	24	28	according	accord	VERB
fis-1900	24	29	to	to	ADP
fis-1900	24	30	the	the	DET
fis-1900	24	31	compressive	compressive	ADJ
fis-1900	24	32	elastic	elastic	ADJ
fis-1900	24	33	modulus	modulus	NOUN
fis-1900	24	34	,	,	PUNCT
fis-1900	24	35	which	which	PRON
fis-1900	24	36	will	will	AUX
fis-1900	24	37	lead	lead	VERB
fis-1900	24	38	to	to	ADP
fis-1900	24	39	the	the	DET
fis-1900	24	40	unbalance	unbalance	NOUN
fis-1900	24	41	between	between	ADP
fis-1900	24	42	the	the	DET
fis-1900	24	43	working	work	VERB
fis-1900	24	44	state	state	NOUN
fis-1900	24	45	of	of	ADP
fis-1900	24	46	the	the	DET
fis-1900	24	47	structural	structural	ADJ
fis-1900	24	48	design	design	NOUN
fis-1900	24	49	parameter	parameter	NOUN
fis-1900	24	50	and	and	CCONJ
fis-1900	24	51	the	the	DET
fis-1900	24	52	actual	actual	ADJ
fis-1900	24	53	stress	stress	NOUN
fis-1900	24	54	state	state	NOUN
fis-1900	24	55	,	,	PUNCT
fis-1900	24	56	and	and	CCONJ
fis-1900	24	57	further	far	ADV
fis-1900	24	58	resulting	result	VERB
fis-1900	24	59	in	in	ADP
fis-1900	24	60	large	large	ADJ
fis-1900	24	61	deviation	deviation	NOUN
fis-1900	24	62	in	in	ADP
fis-1900	24	63	calculation	calculation	NOUN
fis-1900	24	64	and	and	CCONJ
fis-1900	24	65	analysis	analysis	NOUN
fis-1900	24	66	results	result	NOUN
fis-1900	24	67	.	.	PUNCT
fis-1900	25	1	in	in	ADP
fis-1900	25	2	order	order	NOUN
fis-1900	25	3	to	to	PART
fis-1900	25	4	achieve	achieve	VERB
fis-1900	25	5	scientific	scientific	ADJ
fis-1900	25	6	calculation	calculation	NOUN
fis-1900	25	7	and	and	CCONJ
fis-1900	25	8	analysis	analysis	NOUN
fis-1900	25	9	,	,	PUNCT
fis-1900	25	10	the	the	DET
fis-1900	25	11	corresponding	corresponding	ADJ
fis-1900	25	12	design	design	NOUN
fis-1900	25	13	parameters	parameter	NOUN
fis-1900	25	14	should	should	AUX
fis-1900	25	15	be	be	AUX
fis-1900	25	16	determined	determine	VERB
fis-1900	25	17	according	accord	VERB
fis-1900	25	18	to	to	ADP
fis-1900	25	19	the	the	DET
fis-1900	25	20	stress	stress	ADJ
fis-1900	25	21	state	state	NOUN
fis-1900	25	22	of	of	ADP
fis-1900	25	23	the	the	DET
fis-1900	25	24	points	point	NOUN
fis-1900	25	25	inside	inside	ADP
fis-1900	25	26	the	the	DET
fis-1900	25	27	pavement	pavement	NOUN
fis-1900	25	28	structure	structure	NOUN
fis-1900	25	29	.	.	PUNCT
fis-1900	26	1	therefore	therefore	ADV
fis-1900	26	2	,	,	PUNCT
fis-1900	26	3	it	it	PRON
fis-1900	26	4	is	be	AUX
fis-1900	26	5	necessary	necessary	ADJ
fis-1900	26	6	to	to	PART
fis-1900	26	7	set	set	VERB
fis-1900	26	8	up	up	ADP
fis-1900	26	9	the	the	DET
fis-1900	26	10	mechanical	mechanical	ADJ
fis-1900	26	11	response	response	NOUN
fis-1900	26	12	analysis	analysis	NOUN
fis-1900	26	13	method	method	NOUN
fis-1900	26	14	for	for	ADP
fis-1900	26	15	asphalt	asphalt	NOUN
fis-1900	26	16	pavement	pavement	NOUN
fis-1900	26	17	structure	structure	NOUN
fis-1900	26	18	using	use	VERB
fis-1900	26	19	the	the	DET
fis-1900	26	20	double	double	ADJ
fis-1900	26	21	modulus	modulus	NOUN
fis-1900	26	22	theory	theory	NOUN
fis-1900	26	23	with	with	ADP
fis-1900	26	24	different	different	ADJ
fis-1900	26	25	tensile	tensile	NOUN
fis-1900	26	26	and	and	CCONJ
fis-1900	26	27	compressive	compressive	ADJ
fis-1900	26	28	moduli	modulus	NOUN
fis-1900	26	29	,	,	PUNCT
fis-1900	26	30	especially	especially	ADV
fis-1900	26	31	the	the	DET
fis-1900	26	32	method	method	NOUN
fis-1900	26	33	to	to	PART
fis-1900	26	34	obtain	obtain	VERB
fis-1900	26	35	the	the	DET
fis-1900	26	36	corresponding	corresponding	ADJ
fis-1900	26	37	material	material	NOUN
fis-1900	26	38	parameters	parameter	NOUN
fis-1900	26	39	.	.	PUNCT
fis-1900	27	1	in	in	ADP
fis-1900	27	2	this	this	DET
fis-1900	27	3	paper	paper	NOUN
fis-1900	27	4	,	,	PUNCT
fis-1900	27	5	by	by	ADP
fis-1900	27	6	using	use	VERB
fis-1900	27	7	the	the	DET
fis-1900	27	8	mts	mts	NOUN
fis-1900	27	9	(	(	PUNCT
fis-1900	27	10	material	material	NOUN
fis-1900	27	11	test	test	NOUN
fis-1900	27	12	system	system	NOUN
fis-1900	27	13	)	)	PUNCT
fis-1900	27	14	,	,	PUNCT
fis-1900	27	15	we	we	PRON
fis-1900	27	16	propose	propose	VERB
fis-1900	27	17	a	a	DET
fis-1900	27	18	new	new	ADJ
fis-1900	27	19	test	test	NOUN
fis-1900	27	20	method	method	NOUN
fis-1900	27	21	for	for	ADP
fis-1900	27	22	measuring	measure	VERB
fis-1900	27	23	tensile	tensile	NOUN
fis-1900	27	24	,	,	PUNCT
fis-1900	27	25	compression	compression	NOUN
fis-1900	27	26	and	and	CCONJ
fis-1900	27	27	flexural	flexural	ADJ
fis-1900	27	28	moduli	modulus	NOUN
fis-1900	27	29	simultaneously	simultaneously	ADV
fis-1900	27	30	.	.	PUNCT
fis-1900	28	1	we	we	PRON
fis-1900	28	2	test	test	VERB
fis-1900	28	3	three	three	NUM
fis-1900	28	4	moduli	modulus	NOUN
fis-1900	28	5	of	of	ADP
fis-1900	28	6	the	the	DET
fis-1900	28	7	cement	cement	NOUN
fis-1900	28	8	stabilized	stabilize	VERB
fis-1900	28	9	macadam	macadam	NOUN
fis-1900	28	10	under	under	ADP
fis-1900	28	11	different	different	ADJ
fis-1900	28	12	loading	loading	NOUN
fis-1900	28	13	rates	rate	NOUN
fis-1900	28	14	,	,	PUNCT
fis-1900	28	15	propose	propose	VERB
fis-1900	28	16	a	a	DET
fis-1900	28	17	flexural	flexural	ADJ
fis-1900	28	18	modulus	modulus	ADJ
fis-1900	28	19	calculation	calculation	NOUN
fis-1900	28	20	formula	formula	NOUN
fis-1900	28	21	which	which	PRON
fis-1900	28	22	considers	consider	VERB
fis-1900	28	23	the	the	DET
fis-1900	28	24	shearing	shearing	NOUN
fis-1900	28	25	effect	effect	NOUN
fis-1900	28	26	and	and	CCONJ
fis-1900	28	27	reveal	reveal	VERB
fis-1900	28	28	the	the	DET
fis-1900	28	29	change	change	NOUN
fis-1900	28	30	rules	rule	NOUN
fis-1900	28	31	of	of	ADP
fis-1900	28	32	the	the	DET
fis-1900	28	33	tensile	tensile	NOUN
fis-1900	28	34	,	,	PUNCT
fis-1900	28	35	compression	compression	NOUN
fis-1900	28	36	and	and	CCONJ
fis-1900	28	37	flexural	flexural	ADJ
fis-1900	28	38	moduli	modulus	NOUN
fis-1900	28	39	with	with	ADP
fis-1900	28	40	the	the	DET
fis-1900	28	41	loading	loading	NOUN
fis-1900	28	42	rate	rate	NOUN
fis-1900	28	43	and	and	CCONJ
fis-1900	28	44	the	the	DET
fis-1900	28	45	differences	difference	NOUN
fis-1900	28	46	and	and	CCONJ
fis-1900	28	47	correlations	correlation	NOUN
fis-1900	28	48	between	between	ADP
fis-1900	28	49	the	the	DET
fis-1900	28	50	three	three	NUM
fis-1900	28	51	moduli	modulus	NOUN
fis-1900	28	52	so	so	SCONJ
fis-1900	28	53	as	as	SCONJ
fis-1900	28	54	to	to	PART
fis-1900	28	55	provide	provide	VERB
fis-1900	28	56	theoretical	theoretical	ADJ
fis-1900	28	57	basis	basis	NOUN
fis-1900	28	58	for	for	ADP
fis-1900	28	59	the	the	DET
fis-1900	28	60	selection	selection	NOUN
fis-1900	28	61	and	and	CCONJ
fis-1900	28	62	optimization	optimization	NOUN
fis-1900	28	63	of	of	ADP
fis-1900	28	64	material	material	NOUN
fis-1900	28	65	parameters	parameter	NOUN
fis-1900	28	66	in	in	ADP
fis-1900	28	67	the	the	DET
fis-1900	28	68	asphalt	asphalt	NOUN
fis-1900	28	69	pavement	pavement	NOUN
fis-1900	28	70	structure	structure	NOUN
fis-1900	28	71	design	design	NOUN
fis-1900	28	72	.	.	PUNCT
fis-1900	29	1	specimen	speciman	NOUN
fis-1900	29	2	molding	mold	VERB
fis-1900	29	3	and	and	CCONJ
fis-1900	29	4	test	test	NOUN
fis-1900	29	5	preparation	preparation	NOUN
fis-1900	29	6	specimen	speciman	NOUN
fis-1900	29	7	molding	mold	VERB
fis-1900	29	8	he	he	PRON
fis-1900	29	9	cement	cement	NOUN
fis-1900	29	10	used	use	VERB
fis-1900	29	11	as	as	ADP
fis-1900	29	12	the	the	DET
fis-1900	29	13	raw	raw	ADJ
fis-1900	29	14	material	material	NOUN
fis-1900	29	15	of	of	ADP
fis-1900	29	16	cement	cement	NOUN
fis-1900	29	17	stabilized	stabilize	VERB
fis-1900	29	18	macadam	macadam	NOUN
fis-1900	29	19	is	be	AUX
fis-1900	29	20	xing’an	xing’an	PROPN
fis-1900	29	21	hailuo	hailuo	PROPN
fis-1900	29	22	ordinary	ordinary	ADJ
fis-1900	29	23	portland	portland	PROPN
fis-1900	29	24	cement	cement	NOUN
fis-1900	29	25	pc32.5	pc32.5	NOUN
fis-1900	29	26	and	and	CCONJ
fis-1900	29	27	its	its	PRON
fis-1900	29	28	information	information	NOUN
fis-1900	29	29	are	be	AUX
fis-1900	29	30	shown	show	VERB
fis-1900	29	31	as	as	ADP
fis-1900	29	32	tab.1	tab.1	PROPN
fis-1900	29	33	.	.	PUNCT
fis-1900	30	1	the	the	DET
fis-1900	30	2	aggregate	aggregate	NOUN
fis-1900	30	3	is	be	AUX
fis-1900	30	4	the	the	DET
fis-1900	30	5	limestone	limestone	NOUN
fis-1900	30	6	aggregate	aggregate	NOUN
fis-1900	30	7	manufactured	manufacture	VERB
fis-1900	30	8	by	by	ADP
fis-1900	30	9	yangjiaqiao	yangjiaqiao	NOUN
fis-1900	30	10	crushing	crush	VERB
fis-1900	30	11	plant	plant	NOUN
fis-1900	30	12	and	and	CCONJ
fis-1900	30	13	its	its	PRON
fis-1900	30	14	information	information	NOUN
fis-1900	30	15	are	be	AUX
fis-1900	30	16	shown	show	VERB
fis-1900	30	17	as	as	ADP
fis-1900	30	18	tab.2	tab.2	PROPN
fis-1900	30	19	.	.	PUNCT
fis-1900	31	1	the	the	DET
fis-1900	31	2	test	test	NOUN
fis-1900	31	3	results	result	NOUN
fis-1900	31	4	show	show	VERB
fis-1900	31	5	that	that	SCONJ
fis-1900	31	6	the	the	DET
fis-1900	31	7	technical	technical	ADJ
fis-1900	31	8	indexes	index	NOUN
fis-1900	31	9	of	of	ADP
fis-1900	31	10	these	these	DET
fis-1900	31	11	raw	raw	ADJ
fis-1900	31	12	materials	material	NOUN
fis-1900	31	13	meet	meet	VERB
fis-1900	31	14	the	the	DET
fis-1900	31	15	requirements	requirement	NOUN
fis-1900	31	16	as	as	SCONJ
fis-1900	31	17	specified	specify	VERB
fis-1900	31	18	in	in	ADP
fis-1900	31	19	the	the	DET
fis-1900	31	20	code	code	NOUN
fis-1900	31	21	.	.	PUNCT
fis-1900	32	1	in	in	ADP
fis-1900	32	2	the	the	DET
fis-1900	32	3	basis	basis	NOUN
fis-1900	32	4	of	of	ADP
fis-1900	32	5	practical	practical	ADJ
fis-1900	32	6	engineering	engineering	NOUN
fis-1900	32	7	,	,	PUNCT
fis-1900	32	8	the	the	DET
fis-1900	32	9	gradation	gradation	NOUN
fis-1900	32	10	of	of	ADP
fis-1900	32	11	csm	csm	NOUN
fis-1900	32	12	aggregate	aggregate	NOUN
fis-1900	32	13	was	be	AUX
fis-1900	32	14	designed	design	VERB
fis-1900	32	15	to	to	PART
fis-1900	32	16	realize	realize	VERB
fis-1900	32	17	framework	framework	NOUN
fis-1900	32	18	-	-	PUNCT
fis-1900	32	19	dense	dense	ADJ
fis-1900	32	20	structure	structure	NOUN
fis-1900	32	21	according	accord	VERB
fis-1900	32	22	to	to	ADP
fis-1900	32	23	the	the	DET
fis-1900	32	24	testing	testing	NOUN
fis-1900	32	25	methods	method	NOUN
fis-1900	32	26	of	of	ADP
fis-1900	32	27	material	material	NOUN
fis-1900	32	28	stabilized	stabilize	VERB
fis-1900	32	29	with	with	ADP
fis-1900	32	30	inorganic	inorganic	ADJ
fis-1900	32	31	binders	binder	NOUN
fis-1900	32	32	for	for	ADP
fis-1900	32	33	highway	highway	NOUN
fis-1900	32	34	engineering	engineering	NOUN
fis-1900	32	35	[	[	PUNCT
fis-1900	32	36	14].the	14].the	NUM
fis-1900	32	37	mineral	mineral	NOUN
fis-1900	32	38	aggregate	aggregate	NOUN
fis-1900	32	39	gradation	gradation	NOUN
fis-1900	32	40	adopted	adopt	VERB
fis-1900	32	41	is	be	AUX
fis-1900	32	42	shown	show	VERB
fis-1900	32	43	in	in	ADP
fis-1900	32	44	tab	tab	NOUN
fis-1900	32	45	.	.	PUNCT
fis-1900	33	1	3	3	NUM
fis-1900	33	2	:	:	PUNCT
fis-1900	33	3	according	accord	VERB
fis-1900	33	4	to	to	ADP
fis-1900	33	5	the	the	DET
fis-1900	33	6	mineral	mineral	NOUN
fis-1900	33	7	aggregate	aggregate	NOUN
fis-1900	33	8	gradation	gradation	NOUN
fis-1900	33	9	listed	list	VERB
fis-1900	33	10	in	in	ADP
fis-1900	33	11	tab	tab	NOUN
fis-1900	33	12	.	.	PUNCT
fis-1900	34	1	3	3	NUM
fis-1900	34	2	,	,	PUNCT
fis-1900	34	3	we	we	PRON
fis-1900	34	4	carry	carry	VERB
fis-1900	34	5	out	out	ADP
fis-1900	34	6	the	the	DET
fis-1900	34	7	heavy	heavy	ADJ
fis-1900	34	8	compaction	compaction	NOUN
fis-1900	34	9	test	test	NOUN
fis-1900	34	10	on	on	ADP
fis-1900	34	11	cement	cement	NOUN
fis-1900	34	12	stabilized	stabilize	VERB
fis-1900	34	13	macadam	macadam	NOUN
fis-1900	34	14	.	.	PUNCT
fis-1900	35	1	first	first	ADV
fis-1900	35	2	,	,	PUNCT
fis-1900	35	3	we	we	PRON
fis-1900	35	4	determine	determine	VERB
fis-1900	35	5	the	the	DET
fis-1900	35	6	optimum	optimum	ADJ
fis-1900	35	7	water	water	NOUN
fis-1900	35	8	content	content	NOUN
fis-1900	35	9	and	and	CCONJ
fis-1900	35	10	maximum	maximum	ADJ
fis-1900	35	11	dry	dry	ADJ
fis-1900	35	12	density	density	NOUN
fis-1900	35	13	at	at	ADP
fis-1900	35	14	different	different	ADJ
fis-1900	35	15	cement	cement	NOUN
fis-1900	35	16	dosages	dosage	NOUN
fis-1900	35	17	,	,	PUNCT
fis-1900	35	18	and	and	CCONJ
fis-1900	35	19	then	then	ADV
fis-1900	35	20	determine	determine	VERB
fis-1900	35	21	the	the	DET
fis-1900	35	22	dosage	dosage	NOUN
fis-1900	35	23	of	of	ADP
fis-1900	35	24	cement	cement	NOUN
fis-1900	35	25	that	that	PRON
fis-1900	35	26	meets	meet	VERB
fis-1900	35	27	the	the	DET
fis-1900	35	28	requirements	requirement	NOUN
fis-1900	35	29	by	by	ADP
fis-1900	35	30	performing	perform	VERB
fis-1900	35	31	the	the	DET
fis-1900	35	32	unconfined	unconfined	ADJ
fis-1900	35	33	compressive	compressive	ADJ
fis-1900	35	34	strength	strength	NOUN
fis-1900	35	35	d	d	PROPN
fis-1900	35	36	t	t	PROPN
fis-1900	35	37	y.	y.	PROPN
fis-1900	35	38	yang	yang	PROPN
fis-1900	35	39	et	et	PROPN
fis-1900	35	40	alii	alii	PROPN
fis-1900	35	41	,	,	PUNCT
fis-1900	35	42	frattura	frattura	PROPN
fis-1900	35	43	ed	ed	PROPN
fis-1900	35	44	integrità	integrità	PROPN
fis-1900	35	45	strutturale	strutturale	PROPN
fis-1900	35	46	,	,	PUNCT
fis-1900	35	47	41	41	NUM
fis-1900	35	48	(	(	PUNCT
fis-1900	35	49	2017	2017	NUM
fis-1900	35	50	)	)	PUNCT
fis-1900	35	51	339	339	NUM
fis-1900	35	52	-	-	SYM
fis-1900	35	53	349	349	NUM
fis-1900	35	54	;	;	PUNCT
fis-1900	35	55	doi	doi	NOUN
fis-1900	35	56	:	:	PUNCT
fis-1900	35	57	10.3221	10.3221	NUM
fis-1900	35	58	/	/	SYM
fis-1900	35	59	igf	igf	PROPN
fis-1900	35	60	-	-	PUNCT
fis-1900	35	61	esis.41.45	esis.41.45	PROPN
fis-1900	35	62	341	341	NUM
fis-1900	35	63	test	test	NOUN
fis-1900	35	64	at	at	ADP
fis-1900	35	65	each	each	DET
fis-1900	35	66	dose	dose	NOUN
fis-1900	35	67	.	.	PUNCT
fis-1900	36	1	the	the	DET
fis-1900	36	2	final	final	ADJ
fis-1900	36	3	test	test	NOUN
fis-1900	36	4	results	result	NOUN
fis-1900	36	5	are	be	AUX
fis-1900	36	6	:	:	PUNCT
fis-1900	36	7	the	the	DET
fis-1900	36	8	dosage	dosage	NOUN
fis-1900	36	9	of	of	ADP
fis-1900	36	10	cement	cement	NOUN
fis-1900	36	11	added	add	VERB
fis-1900	36	12	into	into	ADP
fis-1900	36	13	the	the	DET
fis-1900	36	14	cement	cement	NOUN
fis-1900	36	15	stabilized	stabilize	VERB
fis-1900	36	16	macadam	macadam	NOUN
fis-1900	36	17	is	be	AUX
fis-1900	36	18	4.5	4.5	NUM
fis-1900	36	19	%	%	NOUN
fis-1900	36	20	,	,	PUNCT
fis-1900	36	21	the	the	DET
fis-1900	36	22	maximum	maximum	ADV
fis-1900	36	23	dry	dry	ADJ
fis-1900	36	24	density	density	NOUN
fis-1900	36	25	is	be	AUX
fis-1900	36	26	2.35g	2.35g	NUM
fis-1900	36	27	/	/	SYM
fis-1900	36	28	cm3	cm3	NOUN
fis-1900	36	29	and	and	CCONJ
fis-1900	36	30	the	the	DET
fis-1900	36	31	optimum	optimum	ADJ
fis-1900	36	32	water	water	NOUN
fis-1900	36	33	content	content	NOUN
fis-1900	36	34	is	be	AUX
fis-1900	36	35	4.5	4.5	NUM
fis-1900	36	36	%	%	NOUN
fis-1900	36	37	.	.	PUNCT
fis-1900	37	1	test	test	NOUN
fis-1900	37	2	results	result	VERB
fis-1900	37	3	specification	specification	NOUN
fis-1900	37	4	fineness	fineness	NOUN
fis-1900	37	5	(	(	PUNCT
fis-1900	37	6	sieve	sieve	NOUN
fis-1900	37	7	size	size	NOUN
fis-1900	37	8	80μm	80μm	NOUN
fis-1900	37	9	)	)	PUNCT
fis-1900	37	10	1.8	1.8	NUM
fis-1900	37	11	≤10	≤10	PROPN
fis-1900	37	12	%	%	NOUN
fis-1900	37	13	initial	initial	ADJ
fis-1900	37	14	setting	setting	NOUN
fis-1900	37	15	time	time	NOUN
fis-1900	37	16	(	(	PUNCT
fis-1900	37	17	min	min	NOUN
fis-1900	37	18	)	)	PUNCT
fis-1900	37	19	302	302	NUM
fis-1900	37	20	≥180	≥180	NOUN
fis-1900	37	21	final	final	ADJ
fis-1900	37	22	setting	setting	NOUN
fis-1900	37	23	time	time	NOUN
fis-1900	37	24	(	(	PUNCT
fis-1900	37	25	min	min	NOUN
fis-1900	37	26	)	)	PUNCT
fis-1900	37	27	364	364	NUM
fis-1900	37	28	≥360	≥360	NOUN
fis-1900	37	29	stability	stability	NOUN
fis-1900	37	30	(	(	PUNCT
fis-1900	37	31	mm	mm	NOUN
fis-1900	37	32	)	)	PUNCT
fis-1900	37	33	3	3	NUM
fis-1900	37	34	≤5	≤5	VERB
fis-1900	37	35	3	3	NUM
fis-1900	37	36	day	day	NOUN
fis-1900	37	37	flexural	flexural	ADJ
fis-1900	37	38	strength	strength	NOUN
fis-1900	37	39	of	of	ADP
fis-1900	37	40	cement	cement	NOUN
fis-1900	37	41	mortar	mortar	NOUN
fis-1900	37	42	(	(	PUNCT
fis-1900	37	43	mpa	mpa	PROPN
fis-1900	37	44	)	)	PUNCT
fis-1900	37	45	4.7	4.7	NUM
fis-1900	37	46	≥2.5	≥2.5	NUM
fis-1900	37	47	3	3	NUM
fis-1900	37	48	day	day	NOUN
fis-1900	37	49	compressive	compressive	ADJ
fis-1900	37	50	strength	strength	NOUN
fis-1900	37	51	of	of	ADP
fis-1900	37	52	cement	cement	NOUN
fis-1900	37	53	mortar	mortar	NOUN
fis-1900	37	54	(	(	PUNCT
fis-1900	37	55	mpa	mpa	PROPN
fis-1900	37	56	)	)	PUNCT
fis-1900	37	57	19.9	19.9	NUM
fis-1900	37	58	≥10	≥10	ADJ
fis-1900	37	59	table	table	NOUN
fis-1900	37	60	1	1	NUM
fis-1900	37	61	:	:	PUNCT
fis-1900	37	62	the	the	DET
fis-1900	37	63	characterization	characterization	NOUN
fis-1900	37	64	of	of	ADP
fis-1900	37	65	xing’an	xing’an	PROPN
fis-1900	37	66	hailuo	hailuo	PROPN
fis-1900	37	67	ordinary	ordinary	ADJ
fis-1900	37	68	portland	portland	PROPN
fis-1900	37	69	cement	cement	NOUN
fis-1900	37	70	pc32.5	pc32.5	NOUN
fis-1900	37	71	.	.	PUNCT
fis-1900	38	1	test	test	NOUN
fis-1900	38	2	coarse	coarse	PROPN
fis-1900	38	3	aggregate	aggregate	NOUN
fis-1900	38	4	specification	specification	NOUN
fis-1900	38	5	content	content	NOUN
fis-1900	38	6	of	of	ADP
fis-1900	38	7	needle	needle	NOUN
fis-1900	38	8	and	and	CCONJ
fis-1900	38	9	plate	plate	NOUN
fis-1900	38	10	particle	particle	NOUN
fis-1900	38	11	11.7	11.7	NUM
fis-1900	38	12	%	%	NOUN
fis-1900	38	13	≤20	≤20	NOUN
fis-1900	38	14	%	%	NOUN
fis-1900	38	15	crushing	crush	VERB
fis-1900	38	16	value	value	NOUN
fis-1900	38	17	19.8	19.8	NUM
fis-1900	38	18	%	%	NOUN
fis-1900	38	19	≤30	≤30	NOUN
fis-1900	38	20	%	%	NOUN
fis-1900	38	21	liquid	liquid	ADJ
fis-1900	38	22	limit	limit	NOUN
fis-1900	38	23	&	&	CCONJ
fis-1900	38	24	plasticity	plasticity	NOUN
fis-1900	38	25	index	index	NOUN
fis-1900	38	26	of	of	ADP
fis-1900	38	27	particles	particle	NOUN
fis-1900	38	28	less	less	ADJ
fis-1900	38	29	than	than	ADP
fis-1900	38	30	0.6	0.6	NUM
fis-1900	38	31	mm	mm	NOUN
fis-1900	38	32	liquid	liquid	ADJ
fis-1900	38	33	limit≤28	limit≤28	NOUN
fis-1900	38	34	%	%	NOUN
fis-1900	38	35	26.5	26.5	NUM
fis-1900	38	36	%	%	NOUN
fis-1900	38	37	plasticity	plasticity	NOUN
fis-1900	38	38	index≤9	index≤9	VERB
fis-1900	38	39	6.2	6.2	NUM
fis-1900	38	40	table	table	NOUN
fis-1900	38	41	2	2	NUM
fis-1900	38	42	:	:	PUNCT
fis-1900	38	43	the	the	DET
fis-1900	38	44	characterization	characterization	NOUN
fis-1900	38	45	of	of	ADP
fis-1900	38	46	the	the	DET
fis-1900	38	47	limestone	limestone	NOUN
fis-1900	38	48	aggregate	aggregate	NOUN
fis-1900	38	49	.	.	PUNCT
fis-1900	39	1	mesh	mesh	NOUN
fis-1900	39	2	size	size	NOUN
fis-1900	39	3	(	(	PUNCT
fis-1900	39	4	mm	mm	NOUN
fis-1900	39	5	)	)	PUNCT
fis-1900	39	6	pass	pass	NOUN
fis-1900	39	7	rate	rate	NOUN
fis-1900	39	8	(	(	PUNCT
fis-1900	39	9	%	%	NOUN
fis-1900	39	10	)	)	PUNCT
fis-1900	39	11	26.5	26.5	NUM
fis-1900	39	12	100	100	NUM
fis-1900	39	13	19	19	NUM
fis-1900	39	14	92.5	92.5	NUM
fis-1900	39	15	16	16	NUM
fis-1900	39	16	85.5	85.5	NUM
fis-1900	39	17	13.2	13.2	NUM
fis-1900	39	18	77.0	77.0	NUM
fis-1900	39	19	9.5	9.5	NUM
fis-1900	39	20	62.7	62.7	NUM
fis-1900	39	21	4.75	4.75	NUM
fis-1900	39	22	34.4	34.4	NUM
fis-1900	39	23	2.36	2.36	NUM
fis-1900	39	24	21.2	21.2	NUM
fis-1900	39	25	1.18	1.18	NUM
fis-1900	39	26	17.0	17.0	NUM
fis-1900	39	27	0.6	0.6	NUM
fis-1900	39	28	11.5	11.5	NUM
fis-1900	39	29	0.3	0.3	NUM
fis-1900	39	30	8.2	8.2	NUM
fis-1900	39	31	0.15	0.15	NUM
fis-1900	39	32	5.1	5.1	NUM
fis-1900	39	33	0.075	0.075	NUM
fis-1900	39	34	3.6	3.6	NUM
fis-1900	39	35	table	table	NOUN
fis-1900	39	36	3	3	NUM
fis-1900	39	37	:	:	PUNCT
fis-1900	39	38	synthetic	synthetic	ADJ
fis-1900	39	39	aggregate	aggregate	ADJ
fis-1900	39	40	gradation	gradation	NOUN
fis-1900	39	41	of	of	ADP
fis-1900	39	42	cement	cement	NOUN
fis-1900	39	43	stabilized	stabilize	VERB
fis-1900	39	44	macadam	macadam	NOUN
fis-1900	39	45	.	.	PUNCT
fis-1900	40	1	based	base	VERB
fis-1900	40	2	on	on	ADP
fis-1900	40	3	the	the	DET
fis-1900	40	4	above	above	ADJ
fis-1900	40	5	data	datum	NOUN
fis-1900	40	6	,	,	PUNCT
fis-1900	40	7	according	accord	VERB
fis-1900	40	8	to	to	ADP
fis-1900	40	9	the	the	DET
fis-1900	40	10	requirements	requirement	NOUN
fis-1900	40	11	in	in	ADP
fis-1900	40	12	the	the	DET
fis-1900	40	13	test	test	NOUN
fis-1900	40	14	regulations	regulation	NOUN
fis-1900	40	15	[	[	X
fis-1900	40	16	14	14	NUM
fis-1900	40	17	]	]	PUNCT
fis-1900	40	18	,	,	PUNCT
fis-1900	40	19	we	we	PRON
fis-1900	40	20	make	make	VERB
fis-1900	40	21	specimens	specimen	NOUN
fis-1900	40	22	for	for	ADP
fis-1900	40	23	flexural	flexural	ADJ
fis-1900	40	24	strength	strength	NOUN
fis-1900	40	25	and	and	CCONJ
fis-1900	40	26	flexural	flexural	ADJ
fis-1900	40	27	modulus	modulus	NOUN
fis-1900	40	28	,	,	PUNCT
fis-1900	40	29	whose	whose	DET
fis-1900	40	30	size	size	NOUN
fis-1900	40	31	is	be	AUX
fis-1900	40	32	100mm×100mm×400	100mm×100mm×400	NUM
fis-1900	40	33	mm	mm	NOUN
fis-1900	40	34	.	.	PUNCT
fis-1900	41	1	we	we	PRON
fis-1900	41	2	use	use	VERB
fis-1900	41	3	the	the	DET
fis-1900	41	4	static	static	ADJ
fis-1900	41	5	molding	molding	NOUN
fis-1900	41	6	method	method	NOUN
fis-1900	41	7	in	in	ADP
fis-1900	41	8	the	the	DET
fis-1900	41	9	specimen	speciman	NOUN
fis-1900	41	10	molding	mold	VERB
fis-1900	41	11	.	.	PUNCT
fis-1900	42	1	after	after	ADP
fis-1900	42	2	that	that	PRON
fis-1900	42	3	,	,	PUNCT
fis-1900	42	4	specimens	specimen	NOUN
fis-1900	42	5	are	be	AUX
fis-1900	42	6	put	put	VERB
fis-1900	42	7	in	in	ADP
fis-1900	42	8	a	a	DET
fis-1900	42	9	standard	standard	ADJ
fis-1900	42	10	preservation	preservation	NOUN
fis-1900	42	11	room	room	NOUN
fis-1900	42	12	(	(	PUNCT
fis-1900	42	13	temperature	temperature	NOUN
fis-1900	42	14	:	:	PUNCT
fis-1900	42	15	20	20	NUM
fis-1900	42	16	°	°	NOUN
fis-1900	42	17	c±2	c±2	NOUN
fis-1900	42	18	°	°	ADP
fis-1900	42	19	c	c	NOUN
fis-1900	42	20	;	;	PUNCT
fis-1900	42	21	humidity≥	humidity≥	NOUN
fis-1900	42	22	95	95	NUM
fis-1900	42	23	%	%	NOUN
fis-1900	42	24	)	)	PUNCT
fis-1900	42	25	for	for	ADP
fis-1900	42	26	90	90	NUM
fis-1900	42	27	days	day	NOUN
fis-1900	42	28	of	of	ADP
fis-1900	42	29	preservation	preservation	NOUN
fis-1900	42	30	.	.	PUNCT
fis-1900	43	1	description	description	NOUN
fis-1900	43	2	of	of	ADP
fis-1900	43	3	the	the	DET
fis-1900	43	4	tensile	tensile	NOUN
fis-1900	43	5	,	,	PUNCT
fis-1900	43	6	compression	compression	NOUN
fis-1900	43	7	and	and	CCONJ
fis-1900	43	8	flexural	flexural	ADJ
fis-1900	43	9	test	test	NOUN
fis-1900	43	10	method	method	NOUN
fis-1900	43	11	we	we	PRON
fis-1900	43	12	use	use	VERB
fis-1900	43	13	mts	mts	NOUN
fis-1900	43	14	(	(	PUNCT
fis-1900	43	15	material	material	NOUN
fis-1900	43	16	test	test	NOUN
fis-1900	43	17	system	system	NOUN
fis-1900	43	18	)	)	PUNCT
fis-1900	43	19	for	for	ADP
fis-1900	43	20	modulus	modulus	ADJ
fis-1900	43	21	testing	testing	NOUN
fis-1900	43	22	.	.	PUNCT
fis-1900	44	1	the	the	DET
fis-1900	44	2	test	test	NOUN
fis-1900	44	3	principle	principle	NOUN
fis-1900	44	4	is	be	AUX
fis-1900	44	5	shown	show	VERB
fis-1900	44	6	in	in	ADP
fis-1900	44	7	fig	fig	NOUN
fis-1900	44	8	.	.	PUNCT
fis-1900	45	1	1	1	NUM
fis-1900	45	2	,	,	PUNCT
fis-1900	45	3	2	2	NUM
fis-1900	45	4	and	and	CCONJ
fis-1900	45	5	3	3	NUM
fis-1900	45	6	.	.	PUNCT
fis-1900	46	1	the	the	DET
fis-1900	46	2	mid	mid	ADJ
fis-1900	46	3	-	-	ADJ
fis-1900	46	4	span	span	ADJ
fis-1900	46	5	deflection	deflection	NOUN
fis-1900	46	6	is	be	AUX
fis-1900	46	7	measured	measure	VERB
fis-1900	46	8	using	use	VERB
fis-1900	46	9	a	a	DET
fis-1900	46	10	micrometer	micrometer	NOUN
fis-1900	46	11	placed	place	VERB
fis-1900	46	12	on	on	ADP
fis-1900	46	13	the	the	DET
fis-1900	46	14	upper	upper	ADJ
fis-1900	46	15	surface	surface	NOUN
fis-1900	46	16	of	of	ADP
fis-1900	46	17	the	the	DET
fis-1900	46	18	specimen	speciman	NOUN
fis-1900	46	19	,	,	PUNCT
fis-1900	46	20	which	which	PRON
fis-1900	46	21	is	be	AUX
fis-1900	46	22	used	use	VERB
fis-1900	46	23	to	to	PART
fis-1900	46	24	calculate	calculate	VERB
fis-1900	46	25	the	the	DET
fis-1900	46	26	flexural	flexural	ADJ
fis-1900	46	27	modulus	modulus	NOUN
fis-1900	46	28	of	of	ADP
fis-1900	46	29	the	the	DET
fis-1900	46	30	specimen	speciman	NOUN
fis-1900	46	31	;	;	PUNCT
fis-1900	46	32	the	the	DET
fis-1900	46	33	compressive	compressive	ADJ
fis-1900	46	34	strain	strain	NOUN
fis-1900	46	35	of	of	ADP
fis-1900	46	36	the	the	DET
fis-1900	46	37	mid	mid	ADJ
fis-1900	46	38	-	-	ADJ
fis-1900	46	39	span	span	ADJ
fis-1900	46	40	upper	upper	ADJ
fis-1900	46	41	surface	surface	NOUN
fis-1900	46	42	and	and	CCONJ
fis-1900	46	43	the	the	DET
fis-1900	46	44	tensile	tensile	NOUN
fis-1900	46	45	strain	strain	NOUN
fis-1900	46	46	of	of	ADP
fis-1900	46	47	the	the	DET
fis-1900	46	48	lower	low	ADJ
fis-1900	46	49	surface	surface	NOUN
fis-1900	46	50	are	be	AUX
fis-1900	46	51	measured	measure	VERB
fis-1900	46	52	by	by	ADP
fis-1900	46	53	the	the	DET
fis-1900	46	54	strain	strain	NOUN
fis-1900	46	55	gauges	gauge	NOUN
fis-1900	46	56	attached	attach	VERB
fis-1900	46	57	to	to	ADP
fis-1900	46	58	the	the	DET
fis-1900	46	59	surface	surface	NOUN
fis-1900	46	60	,	,	PUNCT
fis-1900	46	61	respectively	respectively	ADV
fis-1900	46	62	,	,	PUNCT
fis-1900	46	63	which	which	PRON
fis-1900	46	64	are	be	AUX
fis-1900	46	65	used	use	VERB
fis-1900	46	66	to	to	PART
fis-1900	46	67	calculate	calculate	VERB
fis-1900	46	68	the	the	DET
fis-1900	46	69	compression	compression	NOUN
fis-1900	46	70	modulus	modulus	NOUN
fis-1900	46	71	and	and	CCONJ
fis-1900	46	72	tensile	tensile	NOUN
fis-1900	46	73	modulus	modulus	NOUN
fis-1900	46	74	of	of	ADP
fis-1900	46	75	the	the	DET
fis-1900	46	76	specimen	speciman	NOUN
fis-1900	46	77	.	.	PUNCT
fis-1900	47	1	y.	y.	PROPN
fis-1900	47	2	yang	yang	PROPN
fis-1900	47	3	et	et	PROPN
fis-1900	47	4	alii	alii	PROPN
fis-1900	47	5	,	,	PUNCT
fis-1900	47	6	frattura	frattura	PROPN
fis-1900	47	7	ed	ed	PROPN
fis-1900	47	8	integrità	integrità	PROPN
fis-1900	47	9	strutturale	strutturale	PROPN
fis-1900	47	10	,	,	PUNCT
fis-1900	47	11	41	41	NUM
fis-1900	47	12	(	(	PUNCT
fis-1900	47	13	2017	2017	NUM
fis-1900	47	14	)	)	PUNCT
fis-1900	47	15	339	339	NUM
fis-1900	47	16	-	-	SYM
fis-1900	47	17	349	349	NUM
fis-1900	47	18	;	;	PUNCT
fis-1900	47	19	doi	doi	NOUN
fis-1900	47	20	:	:	PUNCT
fis-1900	48	1	10.3221	10.3221	NUM
fis-1900	48	2	/	/	SYM
fis-1900	48	3	igf	igf	PROPN
fis-1900	48	4	-	-	PROPN
fis-1900	48	5	esis.41.45	esis.41.45	PROPN
fis-1900	48	6	342	342	NUM
fis-1900	48	7	in	in	ADP
fis-1900	48	8	order	order	NOUN
fis-1900	48	9	to	to	PART
fis-1900	48	10	eliminate	eliminate	VERB
fis-1900	48	11	the	the	DET
fis-1900	48	12	friction	friction	NOUN
fis-1900	48	13	between	between	ADP
fis-1900	48	14	the	the	DET
fis-1900	48	15	load	load	NOUN
fis-1900	48	16	head	head	NOUN
fis-1900	48	17	,	,	PUNCT
fis-1900	48	18	the	the	DET
fis-1900	48	19	support	support	NOUN
fis-1900	48	20	and	and	CCONJ
fis-1900	48	21	the	the	DET
fis-1900	48	22	specimen	speciman	NOUN
fis-1900	48	23	,	,	PUNCT
fis-1900	48	24	we	we	PRON
fis-1900	48	25	use	use	VERB
fis-1900	48	26	a	a	DET
fis-1900	48	27	cylindrical	cylindrical	ADJ
fis-1900	48	28	load	load	NOUN
fis-1900	48	29	head	head	NOUN
fis-1900	48	30	and	and	CCONJ
fis-1900	48	31	a	a	DET
fis-1900	48	32	cylindrical	cylindrical	ADJ
fis-1900	48	33	support	support	NOUN
fis-1900	48	34	and	and	CCONJ
fis-1900	48	35	apply	apply	VERB
fis-1900	48	36	butter	butter	NOUN
fis-1900	48	37	to	to	ADP
fis-1900	48	38	the	the	DET
fis-1900	48	39	load	load	NOUN
fis-1900	48	40	head	head	NOUN
fis-1900	48	41	and	and	CCONJ
fis-1900	48	42	the	the	DET
fis-1900	48	43	support	support	NOUN
fis-1900	48	44	before	before	ADP
fis-1900	48	45	the	the	DET
fis-1900	48	46	test	test	NOUN
fis-1900	48	47	.	.	PUNCT
fis-1900	49	1	the	the	DET
fis-1900	49	2	loading	loading	NOUN
fis-1900	49	3	rate	rate	NOUN
fis-1900	49	4	includes	include	VERB
fis-1900	49	5	0.1mm	0.1mm	PROPN
fis-1900	49	6	/	/	SYM
fis-1900	49	7	min	min	PROPN
fis-1900	49	8	,	,	PUNCT
fis-1900	49	9	0.4mm	0.4mm	PROPN
fis-1900	49	10	/	/	SYM
fis-1900	49	11	min	min	PROPN
fis-1900	49	12	,	,	PUNCT
fis-1900	49	13	0.7mm	0.7mm	NUM
fis-1900	49	14	/	/	SYM
fis-1900	49	15	min	min	NOUN
fis-1900	49	16	,	,	PUNCT
fis-1900	49	17	1mm	1mm	ADJ
fis-1900	49	18	/	/	SYM
fis-1900	49	19	min	min	PROPN
fis-1900	49	20	four	four	NUM
fis-1900	49	21	grades	grade	NOUN
fis-1900	49	22	.	.	PUNCT
fis-1900	50	1	figure	figure	NOUN
fis-1900	50	2	1	1	NUM
fis-1900	50	3	:	:	PUNCT
fis-1900	50	4	testing	test	VERB
fis-1900	50	5	principle	principle	NOUN
fis-1900	50	6	for	for	ADP
fis-1900	50	7	tensile	tensile	NOUN
fis-1900	50	8	,	,	PUNCT
fis-1900	50	9	compression	compression	NOUN
fis-1900	50	10	and	and	CCONJ
fis-1900	50	11	flexural	flexural	ADJ
fis-1900	50	12	moduli	modulus	NOUN
fis-1900	50	13	(	(	PUNCT
fis-1900	50	14	1	1	NUM
fis-1900	50	15	-	-	PUNCT
fis-1900	50	16	beam	beam	NOUN
fis-1900	50	17	specimen	speciman	NOUN
fis-1900	50	18	;	;	PUNCT
fis-1900	50	19	2	2	NUM
fis-1900	50	20	-	-	PUNCT
fis-1900	50	21	cylindrical	cylindrical	ADJ
fis-1900	50	22	support	support	NOUN
fis-1900	50	23	;	;	PUNCT
fis-1900	50	24	3	3	NUM
fis-1900	50	25	-	-	PUNCT
fis-1900	50	26	micrometer	micrometer	NOUN
fis-1900	50	27	;	;	PUNCT
fis-1900	50	28	4strain	4strain	NUM
fis-1900	50	29	gage	gage	NOUN
fis-1900	50	30	)	)	PUNCT
fis-1900	50	31	.	.	PUNCT
fis-1900	51	1	the	the	DET
fis-1900	51	2	strain	strain	NOUN
fis-1900	51	3	gages	gage	NOUN
fis-1900	51	4	are	be	AUX
fis-1900	51	5	foil	foil	NOUN
fis-1900	51	6	resistance	resistance	NOUN
fis-1900	51	7	strain	strain	NOUN
fis-1900	51	8	gages	gage	NOUN
fis-1900	51	9	,	,	PUNCT
fis-1900	51	10	with	with	ADP
fis-1900	51	11	a	a	DET
fis-1900	51	12	grid	grid	NOUN
fis-1900	51	13	length	length	NOUN
fis-1900	51	14	of	of	ADP
fis-1900	51	15	80	80	NUM
fis-1900	51	16	mm	mm	NOUN
fis-1900	51	17	and	and	CCONJ
fis-1900	51	18	a	a	DET
fis-1900	51	19	resistance	resistance	NOUN
fis-1900	51	20	of	of	ADP
fis-1900	51	21	120ω	120ω	PROPN
fis-1900	51	22	.	.	PUNCT
fis-1900	52	1	due	due	ADP
fis-1900	52	2	to	to	ADP
fis-1900	52	3	the	the	DET
fis-1900	52	4	rough	rough	ADJ
fis-1900	52	5	beam	beam	NOUN
fis-1900	52	6	surface	surface	NOUN
fis-1900	52	7	of	of	ADP
fis-1900	52	8	the	the	DET
fis-1900	52	9	cement	cement	NOUN
fis-1900	52	10	stabilized	stabilize	VERB
fis-1900	52	11	macadam	macadam	ADJ
fis-1900	52	12	specimen	speciman	NOUN
fis-1900	52	13	,	,	PUNCT
fis-1900	52	14	it	it	PRON
fis-1900	52	15	is	be	AUX
fis-1900	52	16	necessary	necessary	ADJ
fis-1900	52	17	to	to	PART
fis-1900	52	18	put	put	VERB
fis-1900	52	19	cement	cement	NOUN
fis-1900	52	20	paste	paste	NOUN
fis-1900	52	21	on	on	ADP
fis-1900	52	22	the	the	DET
fis-1900	52	23	upper	upper	ADJ
fis-1900	52	24	and	and	CCONJ
fis-1900	52	25	lower	low	ADJ
fis-1900	52	26	surfaces	surface	NOUN
fis-1900	52	27	to	to	PART
fis-1900	52	28	fill	fill	VERB
fis-1900	52	29	the	the	DET
fis-1900	52	30	gaps	gap	NOUN
fis-1900	52	31	in	in	ADP
fis-1900	52	32	areas	area	NOUN
fis-1900	52	33	where	where	SCONJ
fis-1900	52	34	strain	strain	NOUN
fis-1900	52	35	gages	gage	NOUN
fis-1900	52	36	will	will	AUX
fis-1900	52	37	be	be	AUX
fis-1900	52	38	put	put	VERB
fis-1900	52	39	on	on	ADP
fis-1900	52	40	one	one	NUM
fis-1900	52	41	week	week	NOUN
fis-1900	52	42	before	before	ADP
fis-1900	52	43	the	the	DET
fis-1900	52	44	test	test	NOUN
fis-1900	52	45	.	.	PUNCT
fis-1900	53	1	while	while	SCONJ
fis-1900	53	2	attaching	attach	VERB
fis-1900	53	3	4	4	NUM
fis-1900	53	4	strain	strain	NOUN
fis-1900	53	5	gages	gage	NOUN
fis-1900	53	6	on	on	ADP
fis-1900	53	7	the	the	DET
fis-1900	53	8	upper	upper	ADJ
fis-1900	53	9	and	and	CCONJ
fis-1900	53	10	lower	low	ADJ
fis-1900	53	11	surfaces	surface	NOUN
fis-1900	53	12	respectively	respectively	ADV
fis-1900	53	13	,	,	PUNCT
fis-1900	53	14	i.e.	i.e.	X
fis-1900	53	15	8	8	NUM
fis-1900	53	16	strain	strain	NOUN
fis-1900	53	17	gages	gage	NOUN
fis-1900	53	18	in	in	ADP
fis-1900	53	19	total	total	NOUN
fis-1900	53	20	,	,	PUNCT
fis-1900	53	21	we	we	PRON
fis-1900	53	22	measure	measure	VERB
fis-1900	53	23	the	the	DET
fis-1900	53	24	compressive	compressive	ADJ
fis-1900	53	25	and	and	CCONJ
fis-1900	53	26	tensile	tensile	NOUN
fis-1900	53	27	strains	strain	NOUN
fis-1900	53	28	of	of	ADP
fis-1900	53	29	the	the	DET
fis-1900	53	30	test	test	NOUN
fis-1900	53	31	beam	beam	NOUN
fis-1900	53	32	(	(	PUNCT
fis-1900	53	33	as	as	SCONJ
fis-1900	53	34	shown	show	VERB
fis-1900	53	35	in	in	ADP
fis-1900	53	36	fig	fig	NOUN
fis-1900	53	37	.	.	PUNCT
fis-1900	54	1	1	1	NUM
fis-1900	54	2	and	and	CCONJ
fis-1900	54	3	fig	fig	NOUN
fis-1900	54	4	.	.	PUNCT
fis-1900	55	1	2	2	NUM
fis-1900	55	2	)	)	PUNCT
fis-1900	55	3	.	.	PUNCT
fis-1900	56	1	at	at	ADP
fis-1900	56	2	the	the	DET
fis-1900	56	3	same	same	ADJ
fis-1900	56	4	time	time	NOUN
fis-1900	56	5	,	,	PUNCT
fis-1900	56	6	considering	consider	VERB
fis-1900	56	7	the	the	DET
fis-1900	56	8	edge	edge	NOUN
fis-1900	56	9	effect	effect	NOUN
fis-1900	56	10	of	of	ADP
fis-1900	56	11	strain	strain	NOUN
fis-1900	56	12	,	,	PUNCT
fis-1900	56	13	the	the	DET
fis-1900	56	14	center	center	NOUN
fis-1900	56	15	of	of	ADP
fis-1900	56	16	the	the	DET
fis-1900	56	17	most	most	ADV
fis-1900	56	18	marginal	marginal	ADJ
fis-1900	56	19	strain	strain	NOUN
fis-1900	56	20	gage	gage	NOUN
fis-1900	56	21	should	should	AUX
fis-1900	56	22	be	be	AUX
fis-1900	56	23	20	20	NUM
fis-1900	56	24	mm	mm	NOUN
fis-1900	56	25	away	away	ADV
fis-1900	56	26	from	from	ADP
fis-1900	56	27	the	the	DET
fis-1900	56	28	edge	edge	NOUN
fis-1900	56	29	of	of	ADP
fis-1900	56	30	the	the	DET
fis-1900	56	31	beam	beam	NOUN
fis-1900	56	32	.	.	PUNCT
fis-1900	57	1	the	the	DET
fis-1900	57	2	strain	strain	ADJ
fis-1900	57	3	gage	gage	NOUN
fis-1900	57	4	pasting	pasting	NOUN
fis-1900	57	5	method	method	NOUN
fis-1900	57	6	and	and	CCONJ
fis-1900	57	7	test	test	NOUN
fis-1900	57	8	device	device	NOUN
fis-1900	57	9	are	be	AUX
fis-1900	57	10	shown	show	VERB
fis-1900	57	11	in	in	ADP
fis-1900	57	12	fig	fig	NOUN
fis-1900	57	13	.	.	PUNCT
fis-1900	58	1	2	2	NUM
fis-1900	58	2	and	and	CCONJ
fis-1900	58	3	fig	fig	NOUN
fis-1900	58	4	.	.	PUNCT
fis-1900	59	1	3	3	X
fis-1900	59	2	.	.	X
fis-1900	59	3	the	the	DET
fis-1900	59	4	center	center	NOUN
fis-1900	59	5	of	of	ADP
fis-1900	59	6	the	the	DET
fis-1900	59	7	most	most	ADV
fis-1900	59	8	marginal	marginal	ADJ
fis-1900	59	9	strain	strain	NOUN
fis-1900	59	10	gage	gage	NOUN
fis-1900	59	11	is	be	AUX
fis-1900	59	12	20	20	NUM
fis-1900	59	13	mm	mm	NOUN
fis-1900	59	14	away	away	ADV
fis-1900	59	15	from	from	ADP
fis-1900	59	16	the	the	DET
fis-1900	59	17	edge	edge	NOUN
fis-1900	59	18	of	of	ADP
fis-1900	59	19	the	the	DET
fis-1900	59	20	beam	beam	NOUN
fis-1900	59	21	.	.	PUNCT
fis-1900	60	1	the	the	DET
fis-1900	60	2	way	way	NOUN
fis-1900	60	3	the	the	DET
fis-1900	60	4	strain	strain	NOUN
fis-1900	60	5	gage	gage	NOUN
fis-1900	60	6	is	be	AUX
fis-1900	60	7	pasted	paste	VERB
fis-1900	60	8	and	and	CCONJ
fis-1900	60	9	the	the	DET
fis-1900	60	10	test	test	NOUN
fis-1900	60	11	device	device	NOUN
fis-1900	60	12	are	be	AUX
fis-1900	60	13	shown	show	VERB
fis-1900	60	14	in	in	ADP
fis-1900	60	15	fig	fig	NOUN
fis-1900	60	16	.	.	PUNCT
fis-1900	60	17	2	2	NUM
fis-1900	60	18	and	and	CCONJ
fis-1900	60	19	fig	fig	NOUN
fis-1900	60	20	.	.	PUNCT
fis-1900	61	1	3	3	X
fis-1900	61	2	.	.	X
fis-1900	61	3	figure	figure	NOUN
fis-1900	61	4	2	2	NUM
fis-1900	61	5	:	:	PUNCT
fis-1900	61	6	schematic	schematic	ADJ
fis-1900	61	7	of	of	ADP
fis-1900	61	8	strain	strain	NOUN
fis-1900	61	9	gauges	gauge	NOUN
fis-1900	61	10	pasted	paste	VERB
fis-1900	61	11	figure	figure	NOUN
fis-1900	61	12	3	3	NUM
fis-1900	61	13	:	:	PUNCT
fis-1900	61	14	installation	installation	NOUN
fis-1900	61	15	drawing	drawing	NOUN
fis-1900	61	16	of	of	ADP
fis-1900	61	17	modulus	modulus	ADJ
fis-1900	61	18	test	test	NOUN
fis-1900	61	19	derivation	derivation	NOUN
fis-1900	61	20	of	of	ADP
fis-1900	61	21	the	the	DET
fis-1900	61	22	tensile	tensile	NOUN
fis-1900	61	23	,	,	PUNCT
fis-1900	61	24	compression	compression	NOUN
fis-1900	61	25	and	and	CCONJ
fis-1900	61	26	flexural	flexural	ADJ
fis-1900	61	27	moduli	modulus	NOUN
fis-1900	61	28	calculation	calculation	NOUN
fis-1900	61	29	formulas	formula	VERB
fis-1900	61	30	traditional	traditional	ADJ
fis-1900	61	31	flexural	flexural	ADJ
fis-1900	61	32	modulus	modulus	ADJ
fis-1900	61	33	calculation	calculation	NOUN
fis-1900	61	34	formula	formula	NOUN
fis-1900	61	35	hen	hen	NOUN
fis-1900	61	36	the	the	DET
fis-1900	61	37	length	length	NOUN
fis-1900	61	38	of	of	ADP
fis-1900	61	39	the	the	DET
fis-1900	61	40	bar	bar	NOUN
fis-1900	61	41	l	l	NOUN
fis-1900	61	42	is	be	AUX
fis-1900	61	43	much	much	ADV
fis-1900	61	44	greater	great	ADJ
fis-1900	61	45	than	than	ADP
fis-1900	61	46	the	the	DET
fis-1900	61	47	cross	cross	ADJ
fis-1900	61	48	-	-	ADJ
fis-1900	61	49	sectional	sectional	ADJ
fis-1900	61	50	height	height	NOUN
fis-1900	61	51	h	h	NOUN
fis-1900	61	52	,	,	PUNCT
fis-1900	61	53	i.e.	i.e.	X
fis-1900	61	54	l>5h	l>5h	PROPN
fis-1900	61	55	,	,	PUNCT
fis-1900	61	56	the	the	DET
fis-1900	61	57	analytical	analytical	ADJ
fis-1900	61	58	formula	formula	NOUN
fis-1900	61	59	for	for	ADP
fis-1900	61	60	pure	pure	ADJ
fis-1900	61	61	bending	bending	NOUN
fis-1900	61	62	can	can	AUX
fis-1900	61	63	be	be	AUX
fis-1900	61	64	used	use	VERB
fis-1900	61	65	.	.	PUNCT
fis-1900	62	1	the	the	DET
fis-1900	62	2	current	current	ADJ
fis-1900	62	3	test	test	NOUN
fis-1900	62	4	procedure	procedure	NOUN
fis-1900	62	5	calculates	calculate	VERB
fis-1900	62	6	the	the	DET
fis-1900	62	7	flexural	flexural	ADJ
fis-1900	62	8	modulus	modulus	NOUN
fis-1900	62	9	without	without	ADP
fis-1900	62	10	considering	consider	VERB
fis-1900	62	11	the	the	DET
fis-1900	62	12	shear	shear	NOUN
fis-1900	62	13	effect	effect	NOUN
fis-1900	62	14	[	[	X
fis-1900	62	15	14	14	NUM
fis-1900	62	16	]	]	PUNCT
fis-1900	62	17	.	.	PUNCT
fis-1900	63	1	the	the	DET
fis-1900	63	2	calculation	calculation	NOUN
fis-1900	63	3	and	and	CCONJ
fis-1900	63	4	derivation	derivation	NOUN
fis-1900	63	5	process	process	NOUN
fis-1900	63	6	is	be	AUX
fis-1900	63	7	as	as	SCONJ
fis-1900	63	8	follows	follow	VERB
fis-1900	63	9	:	:	PUNCT
fis-1900	63	10	p/2	p/2	NOUN
fis-1900	63	11	p/2p/2	p/2p/2	NOUN
fis-1900	63	12	p/2	p/2	NOUN
fis-1900	63	13	p	p	NOUN
fis-1900	63	14	(	(	PUNCT
fis-1900	63	15	a	a	NOUN
fis-1900	63	16	)	)	PUNCT
fis-1900	63	17	p/2	p/2	NOUN
fis-1900	63	18	(	(	PUNCT
fis-1900	63	19	b	b	NOUN
fis-1900	63	20	)	)	PUNCT
fis-1900	63	21	p/2	p/2	NOUN
fis-1900	63	22	l/2	l/2	NUM
fis-1900	63	23	-	-	PUNCT
fis-1900	63	24	x	x	SYM
fis-1900	63	25	l/2	l/2	PROPN
fis-1900	63	26	x	x	PUNCT
fis-1900	63	27	l/6	l/6	NUM
fis-1900	63	28	l/3l/3l/3	l/3l/3l/3	AUX
fis-1900	63	29	figure	figure	VERB
fis-1900	63	30	4	4	NUM
fis-1900	63	31	:	:	PUNCT
fis-1900	63	32	force	force	VERB
fis-1900	63	33	analysis	analysis	NOUN
fis-1900	63	34	diagram	diagram	NOUN
fis-1900	63	35	of	of	ADP
fis-1900	63	36	specimen	speciman	NOUN
fis-1900	63	37	w	w	PROPN
fis-1900	63	38	y.	y.	PROPN
fis-1900	63	39	yang	yang	PROPN
fis-1900	63	40	et	et	PROPN
fis-1900	63	41	alii	alii	PROPN
fis-1900	63	42	,	,	PUNCT
fis-1900	63	43	frattura	frattura	PROPN
fis-1900	63	44	ed	ed	PROPN
fis-1900	63	45	integrità	integrità	PROPN
fis-1900	63	46	strutturale	strutturale	PROPN
fis-1900	63	47	,	,	PUNCT
fis-1900	63	48	41	41	NUM
fis-1900	63	49	(	(	PUNCT
fis-1900	63	50	2017	2017	NUM
fis-1900	63	51	)	)	PUNCT
fis-1900	63	52	339	339	NUM
fis-1900	63	53	-	-	SYM
fis-1900	63	54	349	349	NUM
fis-1900	63	55	;	;	PUNCT
fis-1900	63	56	doi	doi	NOUN
fis-1900	63	57	:	:	PUNCT
fis-1900	63	58	10.3221	10.3221	NUM
fis-1900	63	59	/	/	SYM
fis-1900	63	60	igf	igf	PROPN
fis-1900	63	61	-	-	PUNCT
fis-1900	63	62	esis.41.45	esis.41.45	PROPN
fis-1900	63	63	343	343	NUM
fis-1900	63	64	fig	fig	NOUN
fis-1900	63	65	.	.	PUNCT
fis-1900	64	1	4(a	4(a	NUM
fis-1900	64	2	)	)	PUNCT
fis-1900	64	3	shows	show	VERB
fis-1900	64	4	the	the	DET
fis-1900	64	5	simplified	simplified	ADJ
fis-1900	64	6	force	force	NOUN
fis-1900	64	7	diagram	diagram	NOUN
fis-1900	64	8	of	of	ADP
fis-1900	64	9	the	the	DET
fis-1900	64	10	specimen	speciman	NOUN
fis-1900	64	11	.	.	PUNCT
fis-1900	65	1	(	(	PUNCT
fis-1900	65	2	b	b	X
fis-1900	65	3	)	)	PUNCT
fis-1900	65	4	shows	show	VERB
fis-1900	65	5	the	the	DET
fis-1900	65	6	equivalent	equivalent	ADJ
fis-1900	65	7	force	force	NOUN
fis-1900	65	8	diagram	diagram	NOUN
fis-1900	65	9	for	for	ADP
fis-1900	65	10	the	the	DET
fis-1900	65	11	right	right	ADJ
fis-1900	65	12	part	part	NOUN
fis-1900	65	13	of	of	ADP
fis-1900	65	14	the	the	DET
fis-1900	65	15	specimen	speciman	NOUN
fis-1900	65	16	.	.	PUNCT
fis-1900	66	1	the	the	DET
fis-1900	66	2	approximate	approximate	ADJ
fis-1900	66	3	differential	differential	ADJ
fis-1900	66	4	line	line	NOUN
fis-1900	66	5	of	of	ADP
fis-1900	66	6	deflection	deflection	NOUN
fis-1900	66	7	equation	equation	NOUN
fis-1900	66	8	for	for	ADP
fis-1900	66	9	the	the	DET
fis-1900	66	10	beam	beam	NOUN
fis-1900	66	11	can	can	AUX
fis-1900	66	12	be	be	AUX
fis-1900	66	13	expressed	express	VERB
fis-1900	66	14	by	by	ADP
fis-1900	66	15	section	section	NOUN
fis-1900	66	16	as	as	SCONJ
fis-1900	66	17	follows	follow	VERB
fis-1900	66	18	:	:	PUNCT
fis-1900	66	19	when	when	SCONJ
fis-1900	66	20	0≤x≤l/6	0≤x≤l/6	NOUN
fis-1900	66	21	:	:	PUNCT
fis-1900	67	1	ω	ω	NUM
fis-1900	67	2	=	=	NOUN
fis-1900	67	3	''	''	PUNCT
fis-1900	67	4	6f	6f	NUM
fis-1900	67	5	ple	ple	NOUN
fis-1900	67	6	i	i	PRON
fis-1900	67	7	(	(	PUNCT
fis-1900	67	8	1	1	X
fis-1900	67	9	)	)	PUNCT
fis-1900	67	10	when	when	SCONJ
fis-1900	67	11	l/6≤x≤l/2	l/6≤x≤l/2	ADJ
fis-1900	67	12	:	:	PUNCT
fis-1900	67	13	ω	ω	X
fis-1900	67	14	=	=	SYM
fis-1900	67	15	−	−	NOUN
fis-1900	67	16	''	''	PUNCT
fis-1900	67	17	4	4	NUM
fis-1900	67	18	2f	2f	NUM
fis-1900	67	19	pl	pl	X
fis-1900	67	20	pxe	pxe	NOUN
fis-1900	67	21	i	i	PROPN
fis-1900	67	22	(	(	PUNCT
fis-1900	67	23	2	2	NUM
fis-1900	67	24	)	)	PUNCT
fis-1900	67	25	where	where	SCONJ
fis-1900	67	26	,	,	PUNCT
fis-1900	67	27	ef	ef	PROPN
fis-1900	67	28	is	be	AUX
fis-1900	67	29	the	the	DET
fis-1900	67	30	traditional	traditional	ADJ
fis-1900	67	31	flexural	flexural	ADJ
fis-1900	67	32	modulus	modulus	NOUN
fis-1900	67	33	;	;	PUNCT
fis-1900	67	34	i	i	PRON
fis-1900	67	35	is	be	AUX
fis-1900	67	36	the	the	DET
fis-1900	67	37	inertia	inertia	NOUN
fis-1900	67	38	moment	moment	NOUN
fis-1900	67	39	;	;	PUNCT
fis-1900	67	40	w	w	NOUN
fis-1900	67	41	is	be	AUX
fis-1900	67	42	the	the	DET
fis-1900	67	43	mid	mid	ADJ
fis-1900	67	44	-	-	ADJ
fis-1900	67	45	span	span	NOUN
fis-1900	67	46	deflection	deflection	NOUN
fis-1900	67	47	;	;	PUNCT
fis-1900	67	48	p	p	PRON
fis-1900	67	49	is	be	AUX
fis-1900	67	50	the	the	DET
fis-1900	67	51	load	load	NOUN
fis-1900	67	52	applied	apply	VERB
fis-1900	67	53	;	;	PUNCT
fis-1900	67	54	l	l	NOUN
fis-1900	67	55	is	be	AUX
fis-1900	67	56	the	the	DET
fis-1900	67	57	specimen	speciman	NOUN
fis-1900	67	58	span	span	NOUN
fis-1900	67	59	.	.	PUNCT
fis-1900	68	1	by	by	ADP
fis-1900	68	2	integrating	integrate	VERB
fis-1900	68	3	formula	formula	NOUN
fis-1900	68	4	(	(	PUNCT
fis-1900	68	5	1	1	NUM
fis-1900	68	6	)	)	PUNCT
fis-1900	68	7	and	and	CCONJ
fis-1900	68	8	(	(	PUNCT
fis-1900	68	9	2	2	X
fis-1900	68	10	)	)	PUNCT
fis-1900	68	11	twice	twice	ADV
fis-1900	68	12	respectively	respectively	ADV
fis-1900	68	13	,	,	PUNCT
fis-1900	68	14	based	base	VERB
fis-1900	68	15	on	on	ADP
fis-1900	68	16	the	the	DET
fis-1900	68	17	boundary	boundary	ADJ
fis-1900	68	18	conditions	condition	NOUN
fis-1900	68	19	and	and	CCONJ
fis-1900	68	20	continuity	continuity	NOUN
fis-1900	68	21	conditions	condition	NOUN
fis-1900	68	22	,	,	PUNCT
fis-1900	68	23	we	we	PRON
fis-1900	68	24	will	will	AUX
fis-1900	68	25	know	know	VERB
fis-1900	68	26	that	that	SCONJ
fis-1900	68	27	when	when	SCONJ
fis-1900	68	28	l/6≤x≤l/2	l/6≤x≤l/2	PROPN
fis-1900	68	29	,	,	PUNCT
fis-1900	68	30	ω	ω	PROPN
fis-1900	68	31	=	=	PUNCT
fis-1900	68	32	−	−	PROPN
fis-1900	68	33	−	−	PROPN
fis-1900	69	1	+	+	CCONJ
fis-1900	69	2	2	2	NUM
fis-1900	69	3	3	3	NUM
fis-1900	69	4	2	2	NUM
fis-1900	69	5	3	3	NUM
fis-1900	69	6	8	8	NUM
fis-1900	69	7	12	12	NUM
fis-1900	69	8	144	144	NUM
fis-1900	69	9	2592f	2592f	NUM
fis-1900	69	10	plx	plx	PROPN
fis-1900	69	11	px	px	PROPN
fis-1900	69	12	pl	pl	PROPN
fis-1900	69	13	x	x	PROPN
fis-1900	69	14	ple	ple	PROPN
fis-1900	69	15	i	i	PRON
fis-1900	69	16	(	(	PUNCT
fis-1900	69	17	3	3	X
fis-1900	69	18	)	)	PUNCT
fis-1900	69	19	when	when	SCONJ
fis-1900	69	20	x	x	X
fis-1900	69	21	=	=	NOUN
fis-1900	69	22	l/2	l/2	NUM
fis-1900	69	23	,	,	PUNCT
fis-1900	69	24	by	by	ADP
fis-1900	69	25	substituting	substitute	VERB
fis-1900	69	26	the	the	DET
fis-1900	69	27	inertia	inertia	NOUN
fis-1900	69	28	moment	moment	NOUN
fis-1900	69	29	i	i	PRON
fis-1900	69	30	=	=	VERB
fis-1900	69	31	bh3/12	bh3/12	NOUN
fis-1900	69	32	into	into	ADP
fis-1900	69	33	formla	formla	NOUN
fis-1900	69	34	(	(	PUNCT
fis-1900	69	35	3	3	NUM
fis-1900	69	36	)	)	PUNCT
fis-1900	69	37	,	,	PUNCT
fis-1900	69	38	we	we	PRON
fis-1900	69	39	obtain	obtain	VERB
fis-1900	69	40	the	the	DET
fis-1900	69	41	flexural	flexural	ADJ
fis-1900	69	42	modulus	modulus	ADJ
fis-1900	69	43	calculation	calculation	NOUN
fis-1900	69	44	formula	formula	NOUN
fis-1900	69	45	:	:	PUNCT
fis-1900	70	1	ω	ω	X
fis-1900	70	2	=	=	SYM
fis-1900	70	3	3	3	NUM
fis-1900	70	4	3	3	NUM
fis-1900	70	5	23	23	NUM
fis-1900	70	6	108f	108f	NOUN
fis-1900	70	7	ple	ple	PROPN
fis-1900	70	8	bh	bh	NOUN
fis-1900	70	9	(	(	PUNCT
fis-1900	70	10	4	4	NUM
fis-1900	70	11	)	)	PUNCT
fis-1900	70	12	where	where	SCONJ
fis-1900	70	13	,	,	PUNCT
fis-1900	70	14	h	h	NOUN
fis-1900	70	15	is	be	AUX
fis-1900	70	16	the	the	DET
fis-1900	70	17	mid	mid	ADJ
fis-1900	70	18	-	-	ADJ
fis-1900	70	19	span	span	ADJ
fis-1900	70	20	sectional	sectional	ADJ
fis-1900	70	21	height	height	NOUN
fis-1900	70	22	;	;	PUNCT
fis-1900	70	23	b	b	X
fis-1900	70	24	is	be	AUX
fis-1900	70	25	the	the	DET
fis-1900	70	26	cross	cross	NOUN
fis-1900	70	27	section	section	NOUN
fis-1900	70	28	width	width	NOUN
fis-1900	70	29	of	of	ADP
fis-1900	70	30	the	the	DET
fis-1900	70	31	specimen	speciman	NOUN
fis-1900	70	32	;	;	PUNCT
fis-1900	70	33	other	other	ADJ
fis-1900	70	34	symbols	symbol	NOUN
fis-1900	70	35	are	be	AUX
fis-1900	70	36	the	the	DET
fis-1900	70	37	same	same	ADJ
fis-1900	70	38	meanings	meaning	NOUN
fis-1900	70	39	as	as	ADP
fis-1900	70	40	above	above	ADV
fis-1900	70	41	.	.	PUNCT
fis-1900	71	1	flexural	flexural	ADJ
fis-1900	71	2	modulus	modulus	ADJ
fis-1900	71	3	calculation	calculation	NOUN
fis-1900	71	4	correction	correction	NOUN
fis-1900	71	5	formula	formula	NOUN
fis-1900	71	6	considering	consider	VERB
fis-1900	71	7	the	the	DET
fis-1900	71	8	shear	shear	NOUN
fis-1900	71	9	effect	effect	NOUN
fis-1900	71	10	when	when	SCONJ
fis-1900	71	11	the	the	DET
fis-1900	71	12	span	span	NOUN
fis-1900	71	13	height	height	NOUN
fis-1900	71	14	of	of	ADP
fis-1900	71	15	the	the	DET
fis-1900	71	16	beam	beam	NOUN
fis-1900	71	17	is	be	AUX
fis-1900	71	18	greater	great	ADJ
fis-1900	71	19	than	than	ADP
fis-1900	71	20	5	5	NUM
fis-1900	72	1	,	,	PUNCT
fis-1900	72	2	the	the	DET
fis-1900	72	3	positive	positive	ADJ
fis-1900	72	4	stress	stress	NOUN
fis-1900	72	5	formula	formula	NOUN
fis-1900	72	6	for	for	ADP
fis-1900	72	7	pure	pure	ADJ
fis-1900	72	8	bending	bending	NOUN
fis-1900	72	9	can	can	AUX
fis-1900	72	10	be	be	AUX
fis-1900	72	11	applied	apply	VERB
fis-1900	72	12	to	to	ADP
fis-1900	72	13	the	the	DET
fis-1900	72	14	positive	positive	ADJ
fis-1900	72	15	stress	stress	NOUN
fis-1900	72	16	calculation	calculation	NOUN
fis-1900	72	17	for	for	ADP
fis-1900	72	18	transverse	transverse	NOUN
fis-1900	72	19	bending	bending	NOUN
fis-1900	72	20	.	.	PUNCT
fis-1900	73	1	however	however	ADV
fis-1900	73	2	,	,	PUNCT
fis-1900	73	3	for	for	ADP
fis-1900	73	4	a	a	DET
fis-1900	73	5	deep	deep	ADJ
fis-1900	73	6	beam	beam	NOUN
fis-1900	73	7	with	with	ADP
fis-1900	73	8	a	a	DET
fis-1900	73	9	span	span	NOUN
fis-1900	73	10	height	height	NOUN
fis-1900	73	11	of	of	ADP
fis-1900	73	12	less	less	ADJ
fis-1900	73	13	than	than	ADP
fis-1900	73	14	5	5	NUM
fis-1900	73	15	,	,	PUNCT
fis-1900	73	16	if	if	SCONJ
fis-1900	73	17	we	we	PRON
fis-1900	73	18	use	use	VERB
fis-1900	73	19	the	the	DET
fis-1900	73	20	pure	pure	ADJ
fis-1900	73	21	bending	bending	NOUN
fis-1900	73	22	theory	theory	NOUN
fis-1900	73	23	and	and	CCONJ
fis-1900	73	24	assumptions	assumption	NOUN
fis-1900	73	25	for	for	ADP
fis-1900	73	26	slender	slender	ADJ
fis-1900	73	27	beam	beam	NOUN
fis-1900	73	28	in	in	ADP
fis-1900	73	29	material	material	NOUN
fis-1900	73	30	mechanics	mechanic	NOUN
fis-1900	73	31	,	,	PUNCT
fis-1900	73	32	the	the	DET
fis-1900	73	33	error	error	NOUN
fis-1900	73	34	will	will	AUX
fis-1900	73	35	increase	increase	VERB
fis-1900	73	36	rapidly	rapidly	ADV
fis-1900	73	37	with	with	ADP
fis-1900	73	38	the	the	DET
fis-1900	73	39	decreasing	decrease	VERB
fis-1900	73	40	depth	depth	NOUN
fis-1900	73	41	-	-	PUNCT
fis-1900	73	42	span	span	NOUN
fis-1900	73	43	ratio	ratio	NOUN
fis-1900	73	44	[	[	X
fis-1900	73	45	15	15	NUM
fis-1900	73	46	]	]	PUNCT
fis-1900	73	47	.	.	PUNCT
fis-1900	74	1	in	in	ADP
fis-1900	74	2	the	the	DET
fis-1900	74	3	current	current	ADJ
fis-1900	74	4	inorganic	inorganic	ADJ
fis-1900	74	5	binder	binder	NOUN
fis-1900	74	6	test	test	NOUN
fis-1900	74	7	regulation	regulation	NOUN
fis-1900	74	8	for	for	ADP
fis-1900	74	9	flexural	flexural	ADJ
fis-1900	74	10	modulus	modulus	NOUN
fis-1900	74	11	,	,	PUNCT
fis-1900	74	12	the	the	DET
fis-1900	74	13	span	span	NOUN
fis-1900	74	14	height	height	NOUN
fis-1900	74	15	ratio	ratio	PROPN
fis-1900	74	16	l	l	PROPN
fis-1900	74	17	/	/	SYM
fis-1900	74	18	h	h	NOUN
fis-1900	74	19	used	use	VERB
fis-1900	74	20	is	be	AUX
fis-1900	74	21	3	3	NUM
fis-1900	74	22	,	,	PUNCT
fis-1900	74	23	but	but	CCONJ
fis-1900	74	24	it	it	PRON
fis-1900	74	25	did	do	AUX
fis-1900	74	26	not	not	PART
fis-1900	74	27	consider	consider	VERB
fis-1900	74	28	the	the	DET
fis-1900	74	29	shear	shear	NOUN
fis-1900	74	30	effect	effect	NOUN
fis-1900	74	31	on	on	ADP
fis-1900	74	32	the	the	DET
fis-1900	74	33	beam	beam	NOUN
fis-1900	74	34	deflection	deflection	NOUN
fis-1900	74	35	,	,	PUNCT
fis-1900	74	36	so	so	CCONJ
fis-1900	74	37	the	the	DET
fis-1900	74	38	result	result	NOUN
fis-1900	74	39	is	be	AUX
fis-1900	74	40	inconsistent	inconsistent	ADJ
fis-1900	74	41	with	with	ADP
fis-1900	74	42	the	the	DET
fis-1900	74	43	actual	actual	ADJ
fis-1900	74	44	situation	situation	NOUN
fis-1900	75	1	[	[	X
fis-1900	75	2	14	14	NUM
fis-1900	75	3	]	]	PUNCT
fis-1900	75	4	.	.	PUNCT
fis-1900	76	1	therefore	therefore	ADV
fis-1900	76	2	,	,	PUNCT
fis-1900	76	3	this	this	DET
fis-1900	76	4	paper	paper	NOUN
fis-1900	76	5	deduces	deduce	VERB
fis-1900	76	6	the	the	DET
fis-1900	76	7	flexural	flexural	ADJ
fis-1900	76	8	modulus	modulus	ADJ
fis-1900	76	9	calculation	calculation	NOUN
fis-1900	76	10	correction	correction	NOUN
fis-1900	76	11	formula	formula	NOUN
fis-1900	76	12	considering	consider	VERB
fis-1900	76	13	the	the	DET
fis-1900	76	14	shear	shear	NOUN
fis-1900	76	15	effect	effect	NOUN
fis-1900	76	16	.	.	PUNCT
fis-1900	77	1	(	(	PUNCT
fis-1900	77	2	the	the	DET
fis-1900	77	3	flexural	flexural	ADJ
fis-1900	77	4	modulus	modulus	NOUN
fis-1900	77	5	mentioned	mention	VERB
fis-1900	77	6	later	later	ADV
fis-1900	77	7	is	be	AUX
fis-1900	77	8	the	the	DET
fis-1900	77	9	result	result	NOUN
fis-1900	77	10	considering	consider	VERB
fis-1900	77	11	the	the	DET
fis-1900	77	12	shear	shear	NOUN
fis-1900	77	13	effect	effect	NOUN
fis-1900	77	14	)	)	PUNCT
fis-1900	77	15	.	.	PUNCT
fis-1900	78	1	¦	¦	PROPN
fis-1900	78	2	¤	¤	PROPN
fis-1900	78	3	¦	¦	PROPN
fis-1900	78	4	ø	ø	PROPN
fis-1900	78	5	γ	γ	X
fis-1900	78	6	τ	τ	PROPN
fis-1900	78	7	p/2	p/2	NOUN
fis-1900	78	8	p/2	p/2	NOUN
fis-1900	78	9	τ	τ	X
fis-1900	78	10	p/2	p/2	NOUN
fis-1900	78	11	p/2p/2	p/2p/2	NOUN
fis-1900	78	12	p/2	p/2	NOUN
fis-1900	78	13	figure	figure	NOUN
fis-1900	78	14	5	5	NUM
fis-1900	78	15	:	:	PUNCT
fis-1900	78	16	force	force	VERB
fis-1900	78	17	analysis	analysis	NOUN
fis-1900	78	18	diagram	diagram	NOUN
fis-1900	78	19	of	of	ADP
fis-1900	78	20	specimen	speciman	NOUN
fis-1900	78	21	considering	consider	VERB
fis-1900	78	22	the	the	DET
fis-1900	78	23	shear	shear	NOUN
fis-1900	78	24	effect	effect	NOUN
fis-1900	78	25	as	as	SCONJ
fis-1900	78	26	shown	show	VERB
fis-1900	78	27	in	in	ADP
fis-1900	78	28	fig	fig	NOUN
fis-1900	78	29	.	.	PUNCT
fis-1900	79	1	5	5	NUM
fis-1900	79	2	,	,	PUNCT
fis-1900	79	3	let	let	VERB
fis-1900	79	4	the	the	DET
fis-1900	79	5	additional	additional	ADJ
fis-1900	79	6	deflection	deflection	NOUN
fis-1900	79	7	caused	cause	VERB
fis-1900	79	8	by	by	ADP
fis-1900	79	9	the	the	DET
fis-1900	79	10	shear	shear	NOUN
fis-1900	79	11	effect	effect	NOUN
fis-1900	79	12	be	be	AUX
fis-1900	79	13	ω∆	ω∆	VERB
fis-1900	79	14	.	.	PUNCT
fis-1900	80	1	then	then	ADV
fis-1900	80	2	:	:	PUNCT
fis-1900	80	3	ω	ω	NOUN
fis-1900	80	4	γ∆	γ∆	NOUN
fis-1900	80	5	=	=	PUNCT
fis-1900	80	6	⋅	⋅	NUM
fis-1900	80	7	3	3	NUM
fis-1900	80	8	l	l	NOUN
fis-1900	80	9	(	(	PUNCT
fis-1900	80	10	5	5	NUM
fis-1900	80	11	)	)	PUNCT
fis-1900	80	12	y.	y.	PROPN
fis-1900	80	13	yang	yang	PROPN
fis-1900	80	14	et	et	PROPN
fis-1900	80	15	alii	alii	PROPN
fis-1900	80	16	,	,	PUNCT
fis-1900	80	17	frattura	frattura	PROPN
fis-1900	80	18	ed	ed	PROPN
fis-1900	80	19	integrità	integrità	PROPN
fis-1900	80	20	strutturale	strutturale	PROPN
fis-1900	80	21	,	,	PUNCT
fis-1900	80	22	41	41	NUM
fis-1900	80	23	(	(	PUNCT
fis-1900	80	24	2017	2017	NUM
fis-1900	80	25	)	)	PUNCT
fis-1900	80	26	339	339	NUM
fis-1900	80	27	-	-	SYM
fis-1900	80	28	349	349	NUM
fis-1900	80	29	;	;	PUNCT
fis-1900	80	30	doi	doi	NOUN
fis-1900	80	31	:	:	PUNCT
fis-1900	80	32	10.3221	10.3221	NUM
fis-1900	80	33	/	/	SYM
fis-1900	80	34	igf	igf	PROPN
fis-1900	80	35	-	-	PROPN
fis-1900	80	36	esis.41.45	esis.41.45	PROPN
fis-1900	80	37	344	344	NUM
fis-1900	80	38	where	where	SCONJ
fis-1900	80	39	,	,	PUNCT
fis-1900	80	40	τγ	τγ	ADP
fis-1900	80	41	=	=	SYM
fis-1900	80	42	g	g	PROPN
fis-1900	80	43	is	be	AUX
fis-1900	80	44	the	the	DET
fis-1900	80	45	shear	shear	NOUN
fis-1900	80	46	strain	strain	NOUN
fis-1900	80	47	;	;	PUNCT
fis-1900	80	48	is	be	AUX
fis-1900	80	49	the	the	DET
fis-1900	80	50	shear	shear	NOUN
fis-1900	80	51	stress	stress	NOUN
fis-1900	80	52	;	;	PUNCT
fis-1900	80	53	τ	τ	PROPN
fis-1900	80	54	=	=	SYM
fis-1900	80	55	t	t	PROPN
fis-1900	80	56	a	a	PRON
fis-1900	80	57	is	be	AUX
fis-1900	80	58	the	the	DET
fis-1900	80	59	shear	shear	NOUN
fis-1900	80	60	force	force	NOUN
fis-1900	80	61	;	;	PUNCT
fis-1900	80	62	=	=	SYM
fis-1900	80	63	2	2	NUM
fis-1900	80	64	pt	pt	NOUN
fis-1900	80	65	is	be	AUX
fis-1900	80	66	the	the	DET
fis-1900	80	67	sectional	sectional	ADJ
fis-1900	80	68	area	area	NOUN
fis-1900	80	69	;	;	PUNCT
fis-1900	80	70	µ	µ	X
fis-1900	80	71	=	=	SYM
fis-1900	80	72	+2(1	+2(1	NOUN
fis-1900	80	73	)	)	PUNCT
fis-1900	80	74	fe	fe	NOUN
fis-1900	80	75	g	g	PROPN
fis-1900	80	76	is	be	AUX
fis-1900	80	77	the	the	DET
fis-1900	80	78	shear	shear	NOUN
fis-1900	80	79	modulus	modulus	NOUN
fis-1900	80	80	;	;	PUNCT
fis-1900	80	81	μ	μ	PROPN
fis-1900	80	82	is	be	AUX
fis-1900	80	83	poisson	poisson	NOUN
fis-1900	80	84	’s	’s	PART
fis-1900	80	85	ratio	ratio	NOUN
fis-1900	80	86	.	.	PUNCT
fis-1900	81	1	we	we	PRON
fis-1900	81	2	substitute	substitute	VERB
fis-1900	81	3	this	this	PRON
fis-1900	81	4	into	into	ADP
fis-1900	81	5	formula	formula	NOUN
fis-1900	81	6	(	(	PUNCT
fis-1900	81	7	5	5	NUM
fis-1900	81	8	)	)	PUNCT
fis-1900	81	9	and	and	CCONJ
fis-1900	81	10	obtain	obtain	VERB
fis-1900	81	11	µω	µω	PROPN
fis-1900	81	12	+	+	CCONJ
fis-1900	81	13	∆	∆	X
fis-1900	81	14	=	=	SYM
fis-1900	81	15	2(1	2(1	NUM
fis-1900	81	16	)	)	PUNCT
fis-1900	81	17	3	3	NUM
fis-1900	81	18	f	f	NOUN
fis-1900	81	19	pl	pl	X
fis-1900	81	20	e	e	NOUN
fis-1900	81	21	bh	bh	PROPN
fis-1900	81	22	.	.	PUNCT
fis-1900	82	1	the	the	DET
fis-1900	82	2	deflection	deflection	NOUN
fis-1900	82	3	ω	ω	NOUN
fis-1900	82	4	'	'	PUNCT
fis-1900	82	5	under	under	ADP
fis-1900	82	6	the	the	DET
fis-1900	82	7	mutual	mutual	ADJ
fis-1900	82	8	action	action	NOUN
fis-1900	82	9	of	of	ADP
fis-1900	82	10	moment	moment	NOUN
fis-1900	82	11	and	and	CCONJ
fis-1900	82	12	shear	shear	NOUN
fis-1900	82	13	can	can	AUX
fis-1900	82	14	be	be	AUX
fis-1900	82	15	expressed	express	VERB
fis-1900	82	16	as	as	ADP
fis-1900	82	17	:	:	PUNCT
fis-1900	82	18	ω	ω	PROPN
fis-1900	82	19	ω	ω	NUM
fis-1900	82	20	ω=	ω=	X
fis-1900	82	21	+	+	CCONJ
fis-1900	82	22	∆	∆	PROPN
fis-1900	82	23	'	'	PUNCT
fis-1900	82	24	.	.	PUNCT
fis-1900	83	1	by	by	ADP
fis-1900	83	2	substituting	substitute	VERB
fis-1900	83	3	the	the	DET
fis-1900	83	4	above	above	ADJ
fis-1900	83	5	equations	equation	NOUN
fis-1900	83	6	,	,	PUNCT
fis-1900	83	7	we	we	PRON
fis-1900	83	8	obtain	obtain	VERB
fis-1900	83	9	:	:	PUNCT
fis-1900	83	10	µω	µω	PROPN
fis-1900	83	11	+	+	NOUN
fis-1900	83	12	=	=	PUNCT
fis-1900	84	1	+	+	CCONJ
fis-1900	85	1	3	3	NUM
fis-1900	85	2	3	3	NUM
fis-1900	85	3	2(1	2(1	NUM
fis-1900	85	4	)	)	PUNCT
fis-1900	85	5	23	23	NUM
fis-1900	85	6	'	'	NUM
fis-1900	85	7	3108	3108	NUM
fis-1900	85	8	ff	ff	NOUN
fis-1900	85	9	plpl	plpl	PROPN
fis-1900	85	10	e	e	PROPN
fis-1900	85	11	bhe	bhe	PROPN
fis-1900	85	12	bh	bh	PROPN
fis-1900	85	13	(	(	PUNCT
fis-1900	85	14	6	6	NUM
fis-1900	85	15	)	)	PUNCT
fis-1900	85	16	then	then	ADV
fis-1900	85	17	the	the	DET
fis-1900	85	18	flexural	flexural	ADJ
fis-1900	85	19	modulus	modulus	NOUN
fis-1900	85	20	'	'	PUNCT
fis-1900	85	21	fe	fe	NOUN
fis-1900	85	22	considering	consider	VERB
fis-1900	85	23	the	the	DET
fis-1900	85	24	shear	shear	NOUN
fis-1900	85	25	effect	effect	NOUN
fis-1900	85	26	can	can	AUX
fis-1900	85	27	be	be	AUX
fis-1900	85	28	expressed	express	VERB
fis-1900	85	29	as	as	ADP
fis-1900	85	30	:	:	PUNCT
fis-1900	85	31	µ	µ	X
fis-1900	85	32	ωω	ωω	X
fis-1900	85	33	+	+	NOUN
fis-1900	85	34	=	=	SYM
fis-1900	86	1	+	+	CCONJ
fis-1900	86	2	3	3	NUM
fis-1900	86	3	3	3	NUM
fis-1900	86	4	2(1	2(1	NUM
fis-1900	86	5	)	)	PUNCT
fis-1900	86	6	23	23	NUM
fis-1900	86	7	'	'	SYM
fis-1900	86	8	3	3	NUM
fis-1900	86	9	'	'	NUM
fis-1900	86	10	108	108	NUM
fis-1900	86	11	'	'	NOUN
fis-1900	86	12	f	f	PROPN
fis-1900	86	13	plple	plple	NOUN
fis-1900	86	14	bhbh	bhbh	NOUN
fis-1900	86	15	(	(	PUNCT
fis-1900	86	16	7	7	X
fis-1900	86	17	)	)	PUNCT
fis-1900	86	18	if	if	SCONJ
fis-1900	86	19	we	we	PRON
fis-1900	86	20	compare	compare	VERB
fis-1900	86	21	the	the	DET
fis-1900	86	22	flexural	flexural	ADJ
fis-1900	86	23	modulus	modulus	NOUN
fis-1900	86	24	formula	formula	NOUN
fis-1900	86	25	(	(	PUNCT
fis-1900	86	26	7	7	X
fis-1900	86	27	)	)	PUNCT
fis-1900	86	28	considering	consider	VERB
fis-1900	86	29	the	the	DET
fis-1900	86	30	shear	shear	NOUN
fis-1900	86	31	effect	effect	NOUN
fis-1900	86	32	and	and	CCONJ
fis-1900	86	33	formula	formula	NOUN
fis-1900	86	34	(	(	PUNCT
fis-1900	86	35	4	4	NUM
fis-1900	86	36	)	)	PUNCT
fis-1900	86	37	without	without	ADP
fis-1900	86	38	considering	consider	VERB
fis-1900	86	39	the	the	DET
fis-1900	86	40	shear	shear	NOUN
fis-1900	86	41	effect	effect	NOUN
fis-1900	86	42	,	,	PUNCT
fis-1900	86	43	the	the	DET
fis-1900	86	44	change	change	NOUN
fis-1900	86	45	ratio	ratio	NOUN
fis-1900	86	46	of	of	ADP
fis-1900	86	47	the	the	DET
fis-1900	86	48	two	two	NUM
fis-1900	86	49	is	be	AUX
fis-1900	86	50	:	:	PUNCT
fis-1900	86	51	µ−	µ−	PROPN
fis-1900	86	52	+	+	CCONJ
fis-1900	86	53	=	=	SYM
fis-1900	86	54	2	2	NUM
fis-1900	86	55	2	2	NUM
fis-1900	86	56	'	'	NUM
fis-1900	86	57	216(1	216(1	NUM
fis-1900	86	58	)	)	PUNCT
fis-1900	86	59	69	69	NUM
fis-1900	87	1	f	f	NOUN
fis-1900	87	2	f	f	X
fis-1900	87	3	f	f	PROPN
fis-1900	87	4	e	e	X
fis-1900	87	5	e	e	X
fis-1900	87	6	h	h	NOUN
fis-1900	87	7	e	e	PROPN
fis-1900	87	8	l	l	NOUN
fis-1900	87	9	.	.	PUNCT
fis-1900	88	1	as	as	SCONJ
fis-1900	88	2	the	the	DET
fis-1900	88	3	required	require	VERB
fis-1900	88	4	span	span	NOUN
fis-1900	88	5	height	height	NOUN
fis-1900	88	6	ratio	ratio	PROPN
fis-1900	88	7	l	l	PROPN
fis-1900	88	8	/	/	SYM
fis-1900	88	9	h	h	NOUN
fis-1900	88	10	of	of	ADP
fis-1900	88	11	the	the	DET
fis-1900	88	12	cement	cement	NOUN
fis-1900	88	13	stabilized	stabilize	VERB
fis-1900	88	14	macadam	macadam	ADJ
fis-1900	88	15	beam	beam	NOUN
fis-1900	88	16	specimen	speciman	NOUN
fis-1900	88	17	is	be	AUX
fis-1900	88	18	3	3	NUM
fis-1900	88	19	,	,	PUNCT
fis-1900	88	20	we	we	PRON
fis-1900	88	21	know	know	VERB
fis-1900	88	22	that	that	SCONJ
fis-1900	88	23	with	with	ADP
fis-1900	88	24	the	the	DET
fis-1900	88	25	shear	shear	NOUN
fis-1900	88	26	effect	effect	NOUN
fis-1900	88	27	taken	take	VERB
fis-1900	88	28	into	into	ADP
fis-1900	88	29	account	account	NOUN
fis-1900	88	30	,	,	PUNCT
fis-1900	88	31	the	the	DET
fis-1900	88	32	flexural	flexural	ADJ
fis-1900	88	33	modulus	modulus	NOUN
fis-1900	88	34	is	be	AUX
fis-1900	88	35	increased	increase	VERB
fis-1900	88	36	by	by	ADP
fis-1900	88	37	about	about	ADV
fis-1900	88	38	47	47	NUM
fis-1900	88	39	%	%	NOUN
fis-1900	88	40	(	(	PUNCT
fis-1900	88	41	poisson	poisson	PROPN
fis-1900	88	42	’s	’s	PART
fis-1900	88	43	ratio	ratio	NOUN
fis-1900	88	44	μ	μ	PROPN
fis-1900	88	45	is	be	AUX
fis-1900	88	46	0.25	0.25	NUM
fis-1900	88	47	)	)	PUNCT
fis-1900	88	48	.	.	PUNCT
fis-1900	89	1	derivation	derivation	NOUN
fis-1900	89	2	of	of	ADP
fis-1900	89	3	tensile	tensile	NOUN
fis-1900	89	4	modulus	modulus	ADJ
fis-1900	89	5	calculation	calculation	NOUN
fis-1900	89	6	formula	formula	NOUN
fis-1900	89	7	based	base	VERB
fis-1900	89	8	on	on	ADP
fis-1900	89	9	flexural	flexural	ADJ
fis-1900	89	10	test	test	NOUN
fis-1900	89	11	the	the	DET
fis-1900	89	12	tensile	tensile	NOUN
fis-1900	89	13	and	and	CCONJ
fis-1900	89	14	compressive	compressive	ADJ
fis-1900	89	15	stress	stress	NOUN
fis-1900	89	16	distribution	distribution	NOUN
fis-1900	89	17	of	of	ADP
fis-1900	89	18	the	the	DET
fis-1900	89	19	mid	mid	ADJ
fis-1900	89	20	-	-	ADJ
fis-1900	89	21	span	span	NOUN
fis-1900	89	22	section	section	NOUN
fis-1900	89	23	is	be	AUX
fis-1900	89	24	shown	show	VERB
fis-1900	89	25	in	in	ADP
fis-1900	89	26	fig	fig	NOUN
fis-1900	89	27	.	.	PUNCT
fis-1900	90	1	6(b	6(b	NUM
fis-1900	90	2	)	)	PUNCT
fis-1900	90	3	.	.	PUNCT
fis-1900	91	1	x	x	PUNCT
fis-1900	91	2	y	y	PUNCT
fis-1900	91	3	x	x	X
fis-1900	91	4	dx	dx	PROPN
fis-1900	91	5	h1	h1	PROPN
fis-1900	91	6	h	h	PROPN
fis-1900	91	7	h2	h2	PROPN
fis-1900	91	8	h1	h1	PROPN
fis-1900	91	9	h2	h2	PROPN
fis-1900	91	10	¦	¦	PROPN
fis-1900	91	11	òp	òp	ADP
fis-1900	91	12	¦	¦	PROPN
fis-1900	91	13	òt	òt	PROPN
fis-1900	91	14	(	(	PUNCT
fis-1900	91	15	a	a	NOUN
fis-1900	91	16	)	)	PUNCT
fis-1900	91	17	(	(	PUNCT
fis-1900	91	18	b	b	X
fis-1900	91	19	)	)	PUNCT
fis-1900	91	20	ep	ep	PROPN
fis-1900	91	21	et	et	PROPN
fis-1900	91	22	b	b	PROPN
fis-1900	91	23	figure	figure	NOUN
fis-1900	91	24	6	6	NUM
fis-1900	91	25	:	:	PUNCT
fis-1900	91	26	stress	stress	ADJ
fis-1900	91	27	distribution	distribution	NOUN
fis-1900	91	28	of	of	ADP
fis-1900	91	29	specimen	speciman	NOUN
fis-1900	91	30	mid	mid	ADJ
fis-1900	91	31	-	-	NOUN
fis-1900	91	32	span	span	NOUN
fis-1900	91	33	section	section	NOUN
fis-1900	91	34	let	let	VERB
fis-1900	91	35	the	the	DET
fis-1900	91	36	micro	micro	ADJ
fis-1900	91	37	-	-	NOUN
fis-1900	91	38	area	area	NOUN
fis-1900	91	39	unit	unit	NOUN
fis-1900	91	40	parallel	parallel	NOUN
fis-1900	91	41	to	to	ADP
fis-1900	91	42	the	the	DET
fis-1900	91	43	neutral	neutral	ADJ
fis-1900	91	44	axis	axis	NOUN
fis-1900	91	45	(	(	PUNCT
fis-1900	91	46	as	as	SCONJ
fis-1900	91	47	shown	show	VERB
fis-1900	91	48	in	in	ADP
fis-1900	91	49	fig	fig	NOUN
fis-1900	91	50	.	.	PUNCT
fis-1900	92	1	6(a	6(a	NUM
fis-1900	92	2	)	)	PUNCT
fis-1900	92	3	)	)	PUNCT
fis-1900	93	1	=	=	SYM
fis-1900	93	2	da	da	NOUN
fis-1900	93	3	bdx	bdx	NOUN
fis-1900	93	4	.	.	PUNCT
fis-1900	94	1	for	for	ADP
fis-1900	94	2	the	the	DET
fis-1900	94	3	mid	mid	ADJ
fis-1900	94	4	-	-	ADJ
fis-1900	94	5	span	span	NOUN
fis-1900	94	6	section	section	NOUN
fis-1900	94	7	,	,	PUNCT
fis-1900	94	8	the	the	DET
fis-1900	94	9	bending	bend	VERB
fis-1900	94	10	moment	moment	NOUN
fis-1900	94	11	m	m	AUX
fis-1900	94	12	caused	cause	VERB
fis-1900	94	13	by	by	ADP
fis-1900	94	14	the	the	DET
fis-1900	94	15	internal	internal	ADJ
fis-1900	94	16	force	force	NOUN
fis-1900	94	17	can	can	AUX
fis-1900	94	18	be	be	AUX
fis-1900	94	19	expressed	express	VERB
fis-1900	94	20	as	as	SCONJ
fis-1900	94	21	follows	follow	VERB
fis-1900	94	22	:	:	PUNCT
fis-1900	94	23	σ	σ	PROPN
fis-1900	94	24	σ	σ	NOUN
fis-1900	95	1	−	−	PROPN
fis-1900	95	2	=	=	SYM
fis-1900	96	1	+	+	NUM
fis-1900	96	2	∫	∫	PROPN
fis-1900	96	3	∫	∫	PROPN
fis-1900	96	4	01	01	NUM
fis-1900	96	5	2	2	NUM
fis-1900	96	6	2	2	NUM
fis-1900	96	7	0	0	NUM
fis-1900	96	8	21	21	NUM
fis-1900	96	9	2	2	NUM
fis-1900	96	10	h	h	NOUN
fis-1900	96	11	p	p	PROPN
fis-1900	96	12	t	t	PROPN
fis-1900	97	1	h	h	NOUN
fis-1900	97	2	m	m	VERB
fis-1900	97	3	bx	bx	PROPN
fis-1900	97	4	dx	dx	PROPN
fis-1900	97	5	bx	bx	PROPN
fis-1900	97	6	dx	dx	PROPN
fis-1900	97	7	h	h	PROPN
fis-1900	97	8	h	h	PROPN
fis-1900	97	9	(	(	PUNCT
fis-1900	97	10	8)	8)	NUM
fis-1900	97	11	where	where	SCONJ
fis-1900	97	12	,	,	PUNCT
fis-1900	97	13	m	m	PROPN
fis-1900	97	14	is	be	AUX
fis-1900	97	15	the	the	DET
fis-1900	97	16	bending	bend	VERB
fis-1900	97	17	moment	moment	NOUN
fis-1900	97	18	;	;	PUNCT
fis-1900	97	19	σ	σ	PROPN
fis-1900	97	20	p	p	PROPN
fis-1900	97	21	is	be	AUX
fis-1900	97	22	the	the	DET
fis-1900	97	23	compressive	compressive	ADJ
fis-1900	97	24	stress	stress	NOUN
fis-1900	97	25	of	of	ADP
fis-1900	97	26	the	the	DET
fis-1900	97	27	upper	upper	ADJ
fis-1900	97	28	surface	surface	NOUN
fis-1900	97	29	;	;	PUNCT
fis-1900	97	30	σ	σ	PROPN
fis-1900	97	31	t	t	PROPN
fis-1900	97	32	is	be	AUX
fis-1900	97	33	the	the	DET
fis-1900	97	34	tensile	tensile	NOUN
fis-1900	97	35	stress	stress	NOUN
fis-1900	97	36	of	of	ADP
fis-1900	97	37	the	the	DET
fis-1900	97	38	lower	low	ADJ
fis-1900	97	39	surface	surface	NOUN
fis-1900	97	40	;	;	PUNCT
fis-1900	97	41	h1	h1	NOUN
fis-1900	97	42	is	be	AUX
fis-1900	97	43	the	the	DET
fis-1900	97	44	vertical	vertical	ADJ
fis-1900	97	45	distance	distance	NOUN
fis-1900	97	46	between	between	ADP
fis-1900	97	47	the	the	DET
fis-1900	97	48	upper	upper	ADJ
fis-1900	97	49	surface	surface	NOUN
fis-1900	97	50	of	of	ADP
fis-1900	97	51	the	the	DET
fis-1900	97	52	specimen	speciman	NOUN
fis-1900	97	53	and	and	CCONJ
fis-1900	97	54	the	the	DET
fis-1900	97	55	neutral	neutral	ADJ
fis-1900	97	56	axis	axis	NOUN
fis-1900	97	57	moved	move	VERB
fis-1900	97	58	up	up	ADV
fis-1900	97	59	;	;	PUNCT
fis-1900	97	60	h2	h2	NOUN
fis-1900	97	61	is	be	AUX
fis-1900	97	62	the	the	DET
fis-1900	97	63	vertical	vertical	ADJ
fis-1900	97	64	distance	distance	NOUN
fis-1900	97	65	between	between	ADP
fis-1900	97	66	the	the	DET
fis-1900	97	67	lower	low	ADJ
fis-1900	97	68	surface	surface	NOUN
fis-1900	97	69	of	of	ADP
fis-1900	97	70	the	the	DET
fis-1900	97	71	specimen	speciman	NOUN
fis-1900	97	72	and	and	CCONJ
fis-1900	97	73	the	the	DET
fis-1900	97	74	neutral	neutral	ADJ
fis-1900	97	75	axis	axis	NOUN
fis-1900	97	76	;	;	PUNCT
fis-1900	97	77	other	other	ADJ
fis-1900	97	78	symbols	symbol	NOUN
fis-1900	97	79	have	have	VERB
fis-1900	97	80	the	the	DET
fis-1900	97	81	same	same	ADJ
fis-1900	97	82	meanings	meaning	NOUN
fis-1900	97	83	as	as	ADP
fis-1900	97	84	above	above	ADV
fis-1900	97	85	.	.	PUNCT
fis-1900	98	1	by	by	ADP
fis-1900	98	2	integrating	integrate	VERB
fis-1900	98	3	this	this	DET
fis-1900	98	4	formula	formula	NOUN
fis-1900	98	5	,	,	PUNCT
fis-1900	98	6	we	we	PRON
fis-1900	98	7	obtain	obtain	VERB
fis-1900	98	8	:	:	PUNCT
fis-1900	98	9	σ	σ	NUM
fis-1900	98	10	σ=	σ=	NOUN
fis-1900	98	11	+2	+2	PROPN
fis-1900	98	12	2	2	NUM
fis-1900	98	13	1	1	NUM
fis-1900	98	14	2/	2/	NUM
fis-1900	98	15	3	3	NUM
fis-1900	98	16	/	/	SYM
fis-1900	98	17	3p	3p	NUM
fis-1900	98	18	tm	tm	PROPN
fis-1900	98	19	bh	bh	PROPN
fis-1900	98	20	bh	bh	PROPN
fis-1900	98	21	(	(	PUNCT
fis-1900	98	22	9	9	X
fis-1900	98	23	)	)	PUNCT
fis-1900	98	24	y.	y.	PROPN
fis-1900	98	25	yang	yang	PROPN
fis-1900	98	26	et	et	PROPN
fis-1900	98	27	alii	alii	PROPN
fis-1900	98	28	,	,	PUNCT
fis-1900	98	29	frattura	frattura	PROPN
fis-1900	98	30	ed	ed	PROPN
fis-1900	98	31	integrità	integrità	PROPN
fis-1900	98	32	strutturale	strutturale	PROPN
fis-1900	98	33	,	,	PUNCT
fis-1900	98	34	41	41	NUM
fis-1900	98	35	(	(	PUNCT
fis-1900	98	36	2017	2017	NUM
fis-1900	98	37	)	)	PUNCT
fis-1900	98	38	339	339	NUM
fis-1900	98	39	-	-	SYM
fis-1900	98	40	349	349	NUM
fis-1900	98	41	;	;	PUNCT
fis-1900	98	42	doi	doi	NOUN
fis-1900	98	43	:	:	PUNCT
fis-1900	98	44	10.3221	10.3221	NUM
fis-1900	98	45	/	/	SYM
fis-1900	98	46	igf	igf	PROPN
fis-1900	98	47	-	-	PUNCT
fis-1900	98	48	esis.41.45	esis.41.45	PROPN
fis-1900	98	49	345	345	NUM
fis-1900	98	50	that	that	PRON
fis-1900	98	51	is	be	AUX
fis-1900	98	52	:	:	PUNCT
fis-1900	98	53	ε	ε	PROPN
fis-1900	98	54	ε=	ε=	ADJ
fis-1900	98	55	+2	+2	ADP
fis-1900	98	56	2	2	NUM
fis-1900	98	57	1	1	NUM
fis-1900	98	58	2/	2/	NUM
fis-1900	98	59	3	3	NUM
fis-1900	98	60	/	/	SYM
fis-1900	98	61	3p	3p	NUM
fis-1900	98	62	p	p	PROPN
fis-1900	98	63	t	t	PROPN
fis-1900	98	64	tm	tm	NOUN
fis-1900	98	65	e	e	PROPN
fis-1900	98	66	bh	bh	PROPN
fis-1900	98	67	e	e	PROPN
fis-1900	98	68	bh	bh	PROPN
fis-1900	98	69	(	(	PUNCT
fis-1900	98	70	10	10	NUM
fis-1900	98	71	)	)	PUNCT
fis-1900	98	72	the	the	DET
fis-1900	98	73	plane	plane	NOUN
fis-1900	98	74	hypothesis	hypothesis	NOUN
fis-1900	98	75	:	:	PUNCT
fis-1900	98	76	ε	ε	PROPN
fis-1900	98	77	ε=2	ε=2	PROPN
fis-1900	98	78	1/	1/	NUM
fis-1900	98	79	/t	/t	SYM
fis-1900	98	80	ph	ph	PROPN
fis-1900	98	81	h	h	NOUN
fis-1900	98	82	(	(	PUNCT
fis-1900	98	83	11	11	NUM
fis-1900	98	84	)	)	PUNCT
fis-1900	98	85	where	where	SCONJ
fis-1900	98	86	,	,	PUNCT
fis-1900	98	87	ε	ε	PROPN
fis-1900	98	88	p	p	PROPN
fis-1900	98	89	is	be	AUX
fis-1900	98	90	the	the	DET
fis-1900	98	91	compressive	compressive	ADJ
fis-1900	98	92	strain	strain	NOUN
fis-1900	98	93	of	of	ADP
fis-1900	98	94	the	the	DET
fis-1900	98	95	upper	upper	ADJ
fis-1900	98	96	surface	surface	NOUN
fis-1900	98	97	;	;	PUNCT
fis-1900	98	98	ε	ε	PROPN
fis-1900	98	99	t	t	PROPN
fis-1900	98	100	is	be	AUX
fis-1900	98	101	the	the	DET
fis-1900	98	102	tensile	tensile	NOUN
fis-1900	98	103	strain	strain	NOUN
fis-1900	98	104	of	of	ADP
fis-1900	98	105	the	the	DET
fis-1900	98	106	lower	low	ADJ
fis-1900	98	107	surface	surface	NOUN
fis-1900	98	108	;	;	PUNCT
fis-1900	98	109	other	other	ADJ
fis-1900	98	110	symbols	symbol	NOUN
fis-1900	98	111	have	have	VERB
fis-1900	98	112	the	the	DET
fis-1900	98	113	same	same	ADJ
fis-1900	98	114	meanings	meaning	NOUN
fis-1900	98	115	as	as	ADP
fis-1900	98	116	above	above	ADJ
fis-1900	98	117	.	.	PUNCT
fis-1900	99	1	equilibrium	equilibrium	NOUN
fis-1900	99	2	condition	condition	NOUN
fis-1900	99	3	:	:	PUNCT
fis-1900	100	1	σ	σ	PROPN
fis-1900	100	2	σ	σ	PROPN
fis-1900	100	3	σ	σ	PROPN
fis-1900	100	4	σ	σ	PROPN
fis-1900	100	5	−	−	NOUN
fis-1900	100	6	=	=	PUNCT
fis-1900	100	7	⇒	⇒	NOUN
fis-1900	100	8	=	=	SYM
fis-1900	100	9	∫	∫	PROPN
fis-1900	100	10	∫	∫	PROPN
fis-1900	100	11	01	01	NUM
fis-1900	100	12	1	1	NUM
fis-1900	100	13	20	20	NUM
fis-1900	100	14	21	21	NUM
fis-1900	100	15	2	2	NUM
fis-1900	100	16	h	h	NOUN
fis-1900	100	17	p	p	NOUN
fis-1900	100	18	t	t	PROPN
fis-1900	100	19	p	p	X
fis-1900	100	20	th	th	X
fis-1900	100	21	bxdx	bxdx	NOUN
fis-1900	100	22	bxdx	bxdx	NOUN
fis-1900	101	1	h	h	NOUN
fis-1900	101	2	h	h	NOUN
fis-1900	101	3	h	h	NOUN
fis-1900	101	4	h	h	NOUN
fis-1900	101	5	(	(	PUNCT
fis-1900	101	6	12	12	NUM
fis-1900	101	7	)	)	PUNCT
fis-1900	101	8	as	as	ADP
fis-1900	101	9	the	the	DET
fis-1900	101	10	tensile	tensile	NOUN
fis-1900	101	11	modulus	modulus	NOUN
fis-1900	101	12	σ	σ	PROPN
fis-1900	101	13	ε=	ε=	NOUN
fis-1900	101	14	/t	/t	PUNCT
fis-1900	101	15	t	t	PROPN
fis-1900	101	16	te	te	PROPN
fis-1900	101	17	and	and	CCONJ
fis-1900	101	18	the	the	DET
fis-1900	101	19	compression	compression	NOUN
fis-1900	101	20	modulus	modulus	NOUN
fis-1900	101	21	σ	σ	X
fis-1900	101	22	ε=	ε=	NOUN
fis-1900	101	23	/p	/p	PUNCT
fis-1900	102	1	p	p	X
fis-1900	102	2	pe	pe	PROPN
fis-1900	102	3	,	,	PUNCT
fis-1900	102	4	by	by	ADP
fis-1900	102	5	combining	combine	VERB
fis-1900	102	6	formula	formula	NOUN
fis-1900	102	7	(	(	PUNCT
fis-1900	102	8	10	10	NUM
fis-1900	102	9	)	)	PUNCT
fis-1900	102	10	,	,	PUNCT
fis-1900	102	11	(	(	PUNCT
fis-1900	102	12	11	11	NUM
fis-1900	102	13	)	)	PUNCT
fis-1900	102	14	and	and	CCONJ
fis-1900	102	15	(	(	PUNCT
fis-1900	102	16	12	12	NUM
fis-1900	102	17	)	)	PUNCT
fis-1900	102	18	,	,	PUNCT
fis-1900	102	19	we	we	PRON
fis-1900	102	20	obtain	obtain	VERB
fis-1900	102	21	:	:	PUNCT
fis-1900	102	22	ε	ε	PROPN
fis-1900	102	23	ε	ε	PROPN
fis-1900	102	24	ε=	ε=	ADV
fis-1900	102	25	+	+	CCONJ
fis-1900	102	26	2	2	NUM
fis-1900	102	27	23	23	NUM
fis-1900	102	28	(	(	PUNCT
fis-1900	102	29	)	)	PUNCT
fis-1900	102	30	/t	/t	PUNCT
fis-1900	103	1	p	p	X
fis-1900	103	2	t	t	X
fis-1900	103	3	te	te	PROPN
fis-1900	103	4	m	m	PROPN
fis-1900	103	5	b	b	PROPN
fis-1900	103	6	h	h	NOUN
fis-1900	103	7	(	(	PUNCT
fis-1900	103	8	13	13	NUM
fis-1900	103	9	)	)	PUNCT
fis-1900	103	10	ε	ε	PROPN
fis-1900	103	11	ε	ε	PROPN
fis-1900	103	12	ε=	ε=	ADV
fis-1900	103	13	+	+	CCONJ
fis-1900	103	14	2	2	NUM
fis-1900	103	15	23	23	NUM
fis-1900	103	16	(	(	PUNCT
fis-1900	103	17	)	)	PUNCT
fis-1900	103	18	/p	/p	PUNCT
fis-1900	104	1	p	p	X
fis-1900	104	2	t	t	X
fis-1900	104	3	pe	pe	NOUN
fis-1900	104	4	m	m	PROPN
fis-1900	104	5	b	b	PROPN
fis-1900	104	6	h	h	NOUN
fis-1900	104	7	(	(	PUNCT
fis-1900	104	8	14	14	NUM
fis-1900	104	9	)	)	PUNCT
fis-1900	104	10	where	where	SCONJ
fis-1900	104	11	,	,	PUNCT
fis-1900	104	12	et	et	PROPN
fis-1900	104	13	is	be	AUX
fis-1900	104	14	the	the	DET
fis-1900	104	15	tensile	tensile	NOUN
fis-1900	104	16	modulus	modulus	NOUN
fis-1900	104	17	;	;	PUNCT
fis-1900	104	18	ep	ep	PROPN
fis-1900	104	19	is	be	AUX
fis-1900	104	20	the	the	DET
fis-1900	104	21	compression	compression	NOUN
fis-1900	104	22	modulus	modulus	NOUN
fis-1900	104	23	.	.	PUNCT
fis-1900	105	1	therefore	therefore	ADV
fis-1900	105	2	,	,	PUNCT
fis-1900	105	3	the	the	DET
fis-1900	105	4	tensile	tensile	NOUN
fis-1900	105	5	compression	compression	NOUN
fis-1900	105	6	modulus	modulus	ADJ
fis-1900	105	7	ratio	ratio	NOUN
fis-1900	105	8	is	be	AUX
fis-1900	105	9	:	:	PUNCT
fis-1900	105	10	ε	ε	PROPN
fis-1900	105	11	ε	ε	PROPN
fis-1900	105	12	=	=	SYM
fis-1900	105	13	=	=	SYM
fis-1900	105	14	2	2	NUM
fis-1900	105	15	2	2	NUM
fis-1900	105	16	1	1	NUM
fis-1900	105	17	2	2	NUM
fis-1900	105	18	2	2	NUM
fis-1900	105	19	2	2	NUM
fis-1900	105	20	pt	pt	NOUN
fis-1900	105	21	p	p	X
fis-1900	105	22	t	t	PROPN
fis-1900	105	23	e	e	X
fis-1900	105	24	h	h	NOUN
fis-1900	105	25	e	e	PROPN
fis-1900	105	26	h	h	PROPN
fis-1900	105	27	(	(	PUNCT
fis-1900	105	28	15	15	NUM
fis-1900	105	29	)	)	PUNCT
fis-1900	105	30	the	the	DET
fis-1900	105	31	mid	mid	ADJ
fis-1900	105	32	-	-	ADJ
fis-1900	105	33	span	span	ADJ
fis-1900	105	34	bending	bend	VERB
fis-1900	105	35	moment	moment	NOUN
fis-1900	105	36	of	of	ADP
fis-1900	105	37	the	the	DET
fis-1900	105	38	specimen	speciman	NOUN
fis-1900	105	39	:	:	PUNCT
fis-1900	105	40	=	=	SYM
fis-1900	105	41	/	/	SYM
fis-1900	105	42	6	6	NUM
fis-1900	105	43	m	m	NOUN
fis-1900	105	44	pl	pl	NOUN
fis-1900	105	45	(	(	PUNCT
fis-1900	105	46	16	16	NUM
fis-1900	105	47	)	)	PUNCT
fis-1900	105	48	by	by	ADP
fis-1900	105	49	substituting	substitute	VERB
fis-1900	105	50	eq	eq	ADP
fis-1900	105	51	.	.	PUNCT
fis-1900	106	1	(	(	PUNCT
fis-1900	106	2	16	16	NUM
fis-1900	106	3	)	)	PUNCT
fis-1900	106	4	into	into	ADP
fis-1900	106	5	formula	formula	NOUN
fis-1900	106	6	(	(	PUNCT
fis-1900	106	7	13	13	NUM
fis-1900	106	8	)	)	PUNCT
fis-1900	106	9	and	and	CCONJ
fis-1900	106	10	formula	formula	NOUN
fis-1900	106	11	(	(	PUNCT
fis-1900	106	12	14	14	NUM
fis-1900	106	13	)	)	PUNCT
fis-1900	106	14	,	,	PUNCT
fis-1900	106	15	we	we	PRON
fis-1900	106	16	obtain	obtain	VERB
fis-1900	106	17	the	the	DET
fis-1900	106	18	tensile	tensile	NOUN
fis-1900	106	19	and	and	CCONJ
fis-1900	106	20	compression	compression	NOUN
fis-1900	106	21	modulus	modulus	ADJ
fis-1900	106	22	calculation	calculation	NOUN
fis-1900	106	23	formulas	formula	NOUN
fis-1900	106	24	as	as	SCONJ
fis-1900	106	25	follows	follow	VERB
fis-1900	106	26	:	:	PUNCT
fis-1900	106	27	ε	ε	PROPN
fis-1900	106	28	ε	ε	PROPN
fis-1900	106	29	ε	ε	PROPN
fis-1900	106	30	+	+	PROPN
fis-1900	106	31	=	=	SYM
fis-1900	106	32	t	t	PROPN
fis-1900	106	33	p	p	NOUN
fis-1900	106	34	2	2	NUM
fis-1900	106	35	2	2	NUM
fis-1900	106	36	t	t	NOUN
fis-1900	106	37	(	(	PUNCT
fis-1900	106	38	)	)	PUNCT
fis-1900	106	39	2	2	NUM
fis-1900	106	40	t	t	NOUN
fis-1900	106	41	pl	pl	X
fis-1900	106	42	e	e	X
fis-1900	106	43	bh	bh	X
fis-1900	106	44	(	(	PUNCT
fis-1900	106	45	17	17	NUM
fis-1900	106	46	)	)	PUNCT
fis-1900	106	47	ε	ε	PROPN
fis-1900	106	48	ε	ε	PROPN
fis-1900	106	49	ε	ε	PROPN
fis-1900	106	50	+	+	PROPN
fis-1900	106	51	=	=	SYM
fis-1900	106	52	t	t	PROPN
fis-1900	106	53	p	p	NOUN
fis-1900	106	54	2	2	NUM
fis-1900	106	55	2	2	NUM
fis-1900	106	56	p	p	NOUN
fis-1900	106	57	(	(	PUNCT
fis-1900	106	58	)	)	PUNCT
fis-1900	106	59	2p	2p	NUM
fis-1900	106	60	pl	pl	PROPN
fis-1900	106	61	e	e	NOUN
fis-1900	106	62	bh	bh	X
fis-1900	106	63	(	(	PUNCT
fis-1900	106	64	18	18	NUM
fis-1900	106	65	)	)	PUNCT
fis-1900	106	66	analysis	analysis	NOUN
fis-1900	106	67	on	on	ADP
fis-1900	106	68	tensile	tensile	NOUN
fis-1900	106	69	,	,	PUNCT
fis-1900	106	70	compression	compression	NOUN
fis-1900	106	71	and	and	CCONJ
fis-1900	106	72	flexural	flexural	ADJ
fis-1900	106	73	moduli	moduli	PROPN
fis-1900	106	74	test	test	NOUN
fis-1900	106	75	results	result	VERB
fis-1900	106	76	analysis	analysis	NOUN
fis-1900	106	77	on	on	ADP
fis-1900	106	78	the	the	DET
fis-1900	106	79	change	change	NOUN
fis-1900	106	80	rules	rule	NOUN
fis-1900	106	81	of	of	ADP
fis-1900	106	82	the	the	DET
fis-1900	106	83	three	three	NUM
fis-1900	106	84	moduli	modulus	NOUN
fis-1900	106	85	with	with	ADP
fis-1900	106	86	the	the	DET
fis-1900	106	87	loading	loading	NOUN
fis-1900	106	88	rate	rate	NOUN
fis-1900	106	89	ccording	ccorde	VERB
fis-1900	106	90	to	to	ADP
fis-1900	106	91	the	the	DET
fis-1900	106	92	deduced	deduce	VERB
fis-1900	106	93	tensile	tensile	NOUN
fis-1900	106	94	,	,	PUNCT
fis-1900	106	95	compressive	compressive	ADJ
fis-1900	106	96	and	and	CCONJ
fis-1900	106	97	flexural	flexural	ADJ
fis-1900	106	98	modulus	modulus	ADJ
fis-1900	106	99	calculation	calculation	NOUN
fis-1900	106	100	formulas	formula	NOUN
fis-1900	106	101	,	,	PUNCT
fis-1900	106	102	we	we	PRON
fis-1900	106	103	use	use	VERB
fis-1900	106	104	the	the	DET
fis-1900	106	105	triple	triple	ADJ
fis-1900	106	106	mean	mean	ADJ
fis-1900	106	107	variance	variance	NOUN
fis-1900	106	108	to	to	PART
fis-1900	106	109	eliminate	eliminate	VERB
fis-1900	106	110	the	the	DET
fis-1900	106	111	abnormal	abnormal	ADJ
fis-1900	106	112	test	test	NOUN
fis-1900	106	113	results	result	NOUN
fis-1900	106	114	and	and	CCONJ
fis-1900	106	115	calculate	calculate	VERB
fis-1900	106	116	the	the	DET
fis-1900	106	117	test	test	NOUN
fis-1900	106	118	mean	mean	NOUN
fis-1900	106	119	value	value	NOUN
fis-1900	106	120	of	of	ADP
fis-1900	106	121	9	9	NUM
fis-1900	106	122	groups	group	NOUN
fis-1900	106	123	of	of	ADP
fis-1900	106	124	specimens	specimens	PROPN
fis-1900	106	125	.	.	PUNCT
fis-1900	107	1	the	the	DET
fis-1900	107	2	test	test	NOUN
fis-1900	107	3	results	result	NOUN
fis-1900	107	4	of	of	ADP
fis-1900	107	5	the	the	DET
fis-1900	107	6	three	three	NUM
fis-1900	107	7	moduli	modulus	NOUN
fis-1900	107	8	under	under	ADP
fis-1900	107	9	different	different	ADJ
fis-1900	107	10	loading	loading	NOUN
fis-1900	107	11	rates	rate	NOUN
fis-1900	107	12	are	be	AUX
fis-1900	107	13	shown	show	VERB
fis-1900	107	14	in	in	ADP
fis-1900	107	15	tab	tab	NOUN
fis-1900	107	16	.	.	PUNCT
fis-1900	108	1	2	2	X
fis-1900	108	2	.	.	X
fis-1900	108	3	a	a	DET
fis-1900	108	4	y.	y.	PROPN
fis-1900	108	5	yang	yang	PROPN
fis-1900	108	6	et	et	PROPN
fis-1900	108	7	alii	alii	PROPN
fis-1900	108	8	,	,	PUNCT
fis-1900	108	9	frattura	frattura	PROPN
fis-1900	108	10	ed	ed	PROPN
fis-1900	108	11	integrità	integrità	PROPN
fis-1900	108	12	strutturale	strutturale	PROPN
fis-1900	108	13	,	,	PUNCT
fis-1900	108	14	41	41	NUM
fis-1900	108	15	(	(	PUNCT
fis-1900	108	16	2017	2017	NUM
fis-1900	108	17	)	)	PUNCT
fis-1900	108	18	339	339	NUM
fis-1900	108	19	-	-	SYM
fis-1900	108	20	349	349	NUM
fis-1900	108	21	;	;	PUNCT
fis-1900	108	22	doi	doi	NOUN
fis-1900	108	23	:	:	PUNCT
fis-1900	108	24	10.3221	10.3221	NUM
fis-1900	108	25	/	/	SYM
fis-1900	108	26	igf	igf	PROPN
fis-1900	108	27	-	-	PUNCT
fis-1900	108	28	esis.41.45	esis.41.45	PROPN
fis-1900	108	29	346	346	NUM
fis-1900	108	30	loading	loading	NOUN
fis-1900	108	31	rate	rate	NOUN
fis-1900	108	32	ν	ν	X
fis-1900	108	33	/(mm	/(mm	SYM
fis-1900	108	34	/	/	SYM
fis-1900	108	35	min	min	NOUN
fis-1900	108	36	)	)	PUNCT
fis-1900	108	37	flexural	flexural	ADJ
fis-1900	108	38	modulus	modulus	NOUN
fis-1900	108	39	ef’/mpa	ef’/mpa	NOUN
fis-1900	108	40	tensile	tensile	NOUN
fis-1900	108	41	modulus	modulus	ADJ
fis-1900	108	42	et	et	PROPN
fis-1900	108	43	/	/	SYM
fis-1900	108	44	mpa	mpa	PROPN
fis-1900	108	45	compression	compression	NOUN
fis-1900	108	46	modulus	modulus	NOUN
fis-1900	108	47	ep	ep	PROPN
fis-1900	108	48	/	/	SYM
fis-1900	108	49	mpa	mpa	PROPN
fis-1900	108	50	0.1	0.1	NUM
fis-1900	108	51	2341.94	2341.94	NUM
fis-1900	108	52	9304.05	9304.05	NUM
fis-1900	108	53	15949.03	15949.03	NUM
fis-1900	108	54	0.4	0.4	NUM
fis-1900	108	55	2515.55	2515.55	NUM
fis-1900	108	56	9492.45	9492.45	NUM
fis-1900	108	57	16872.67	16872.67	NUM
fis-1900	108	58	0.7	0.7	NUM
fis-1900	108	59	2617.37	2617.37	NUM
fis-1900	108	60	9565.97	9565.97	NUM
fis-1900	108	61	17355.81	17355.81	NUM
fis-1900	108	62	1	1	NUM
fis-1900	108	63	2660.74	2660.74	NUM
fis-1900	108	64	9645.57	9645.57	NUM
fis-1900	108	65	17401.38	17401.38	NUM
fis-1900	108	66	table	table	NOUN
fis-1900	108	67	2	2	NUM
fis-1900	108	68	:	:	PUNCT
fis-1900	108	69	tensile	tensile	ADJ
fis-1900	108	70	,	,	PUNCT
fis-1900	108	71	compression	compression	NOUN
fis-1900	108	72	and	and	CCONJ
fis-1900	108	73	flexural	flexural	ADJ
fis-1900	108	74	modulus	modulus	NOUN
fis-1900	108	75	test	test	NOUN
fis-1900	108	76	results	result	NOUN
fis-1900	108	77	under	under	ADP
fis-1900	108	78	different	different	ADJ
fis-1900	108	79	loading	loading	NOUN
fis-1900	108	80	rates	rate	NOUN
fis-1900	108	81	.	.	PUNCT
fis-1900	109	1	according	accord	VERB
fis-1900	109	2	to	to	ADP
fis-1900	109	3	the	the	DET
fis-1900	109	4	change	change	NOUN
fis-1900	109	5	rules	rule	NOUN
fis-1900	109	6	of	of	ADP
fis-1900	109	7	the	the	DET
fis-1900	109	8	three	three	NUM
fis-1900	109	9	moduli	modulus	NOUN
fis-1900	109	10	with	with	ADP
fis-1900	109	11	the	the	DET
fis-1900	109	12	loading	loading	NOUN
fis-1900	109	13	rate	rate	NOUN
fis-1900	109	14	,	,	PUNCT
fis-1900	109	15	we	we	PRON
fis-1900	109	16	use	use	VERB
fis-1900	109	17	a	a	DET
fis-1900	109	18	power	power	NOUN
fis-1900	109	19	function	function	NOUN
fis-1900	109	20	(	(	PUNCT
fis-1900	109	21	19	19	NUM
fis-1900	109	22	)	)	PUNCT
fis-1900	109	23	to	to	PART
fis-1900	109	24	fit	fit	VERB
fis-1900	109	25	the	the	DET
fis-1900	109	26	data	datum	NOUN
fis-1900	109	27	:	:	PUNCT
fis-1900	109	28	=	=	SYM
fis-1900	109	29	⋅	⋅	PROPN
fis-1900	109	30	be	be	AUX
fis-1900	109	31	a	a	DET
fis-1900	109	32	v	v	NOUN
fis-1900	109	33	(	(	PUNCT
fis-1900	109	34	19	19	NUM
fis-1900	109	35	)	)	PUNCT
fis-1900	109	36	the	the	DET
fis-1900	109	37	fitting	fitting	ADJ
fis-1900	109	38	results	result	NOUN
fis-1900	109	39	are	be	AUX
fis-1900	109	40	shown	show	VERB
fis-1900	109	41	in	in	ADP
fis-1900	109	42	tab	tab	NOUN
fis-1900	109	43	.	.	PUNCT
fis-1900	110	1	3	3	NUM
fis-1900	110	2	and	and	CCONJ
fis-1900	110	3	fig	fig	NOUN
fis-1900	110	4	.	.	PUNCT
fis-1900	111	1	7	7	X
fis-1900	111	2	.	.	X
fis-1900	111	3	fitting	fitting	ADJ
fis-1900	111	4	parameters	parameter	NOUN
fis-1900	111	5	correlation	correlation	NOUN
fis-1900	111	6	coefficient	coefficient	NOUN
fis-1900	111	7	r2	r2	PROPN
fis-1900	111	8	a	a	DET
fis-1900	111	9	b	b	PROPN
fis-1900	111	10	flexural	flexural	ADJ
fis-1900	111	11	modulus	modulus	NOUN
fis-1900	111	12	2661.22	2661.22	NUM
fis-1900	111	13	0.056	0.056	NUM
fis-1900	111	14	0.996	0.996	NUM
fis-1900	111	15	tensile	tensile	NOUN
fis-1900	111	16	modulus	modulus	NOUN
fis-1900	111	17	9631.25	9631.25	NUM
fis-1900	111	18	0.015	0.015	NUM
fis-1900	111	19	0.993	0.993	NUM
fis-1900	111	20	compression	compression	NOUN
fis-1900	111	21	modulus	modulus	NOUN
fis-1900	111	22	17493.15	17493.15	NUM
fis-1900	111	23	0.039	0.039	NUM
fis-1900	111	24	0.985	0.985	NUM
fis-1900	111	25	table	table	NOUN
fis-1900	111	26	3	3	NUM
fis-1900	111	27	:	:	PUNCT
fis-1900	111	28	summary	summary	NOUN
fis-1900	111	29	of	of	ADP
fis-1900	111	30	three	three	NUM
fis-1900	111	31	modulus	modulus	ADJ
fis-1900	111	32	fitting	fitting	ADJ
fis-1900	111	33	results	result	NOUN
fis-1900	111	34	under	under	ADP
fis-1900	111	35	different	different	ADJ
fis-1900	111	36	loading	loading	NOUN
fis-1900	111	37	rates	rate	NOUN
fis-1900	111	38	.	.	PUNCT
fis-1900	112	1	0.0	0.0	NUM
fis-1900	112	2	0.2	0.2	NUM
fis-1900	112	3	0.4	0.4	NUM
fis-1900	112	4	0.6	0.6	NUM
fis-1900	112	5	0.8	0.8	NUM
fis-1900	112	6	1.0	1.0	NUM
fis-1900	112	7	2300	2300	NUM
fis-1900	112	8	2350	2350	NUM
fis-1900	112	9	2400	2400	NUM
fis-1900	112	10	2450	2450	NUM
fis-1900	112	11	2500	2500	NUM
fis-1900	112	12	2550	2550	NUM
fis-1900	112	13	2600	2600	NUM
fis-1900	112	14	2650	2650	NUM
fis-1900	112	15	2700	2700	NUM
fis-1900	112	16	fl	fl	NOUN
fis-1900	113	1	ex	ex	INTJ
fis-1900	113	2	ur	ur	INTJ
fis-1900	113	3	al	al	PROPN
fis-1900	113	4	m	m	PROPN
fis-1900	113	5	od	od	INTJ
fis-1900	113	6	ul	ul	INTJ
fis-1900	113	7	us	us	PROPN
fis-1900	113	8	e	e	PROPN
fis-1900	113	9	f	f	PROPN
fis-1900	113	10	/	/	SYM
fis-1900	113	11	/	/	SYM
fis-1900	113	12	m	m	VERB
fis-1900	113	13	p	p	X
fis-1900	113	14	a	a	DET
fis-1900	113	15	loading	loading	NOUN
fis-1900	113	16	ratesv/(mm	ratesv/(mm	NOUN
fis-1900	113	17	/	/	SYM
fis-1900	113	18	min	min	NOUN
fis-1900	113	19	)	)	PUNCT
fis-1900	113	20	0.0	0.0	NUM
fis-1900	113	21	0.2	0.2	NUM
fis-1900	113	22	0.4	0.4	NUM
fis-1900	113	23	0.6	0.6	NUM
fis-1900	113	24	0.8	0.8	NUM
fis-1900	113	25	1.0	1.0	NUM
fis-1900	113	26	9300	9300	NUM
fis-1900	113	27	9350	9350	NUM
fis-1900	113	28	9400	9400	NUM
fis-1900	113	29	9450	9450	NUM
fis-1900	113	30	9500	9500	NUM
fis-1900	113	31	9550	9550	NUM
fis-1900	113	32	9600	9600	NUM
fis-1900	113	33	9650	9650	NUM
fis-1900	113	34	loading	loading	NOUN
fis-1900	113	35	ratesv/(mm	ratesv/(mm	NOUN
fis-1900	113	36	/	/	SYM
fis-1900	113	37	min	min	NOUN
fis-1900	113	38	)	)	PUNCT
fis-1900	113	39	te	te	PROPN
fis-1900	113	40	ns	ns	NUM
fis-1900	113	41	ile	ile	PROPN
fis-1900	113	42	m	m	VERB
fis-1900	113	43	m	m	VERB
fis-1900	113	44	od	od	INTJ
fis-1900	113	45	ul	ul	INTJ
fis-1900	113	46	us	us	PROPN
fis-1900	113	47	e	e	PROPN
fis-1900	113	48	t	t	PROPN
fis-1900	113	49	/	/	SYM
fis-1900	113	50	m	m	PROPN
fis-1900	113	51	p	p	NOUN
fis-1900	113	52	a	a	DET
fis-1900	113	53	(	(	PUNCT
fis-1900	113	54	a	a	PRON
fis-1900	113	55	)	)	PUNCT
fis-1900	113	56	flexural	flexural	ADJ
fis-1900	113	57	modulus	modulus	NOUN
fis-1900	113	58	(	(	PUNCT
fis-1900	113	59	b	b	NOUN
fis-1900	113	60	)	)	PUNCT
fis-1900	113	61	tensile	tensile	NOUN
fis-1900	113	62	modulus	modulus	NOUN
fis-1900	113	63	0.0	0.0	NUM
fis-1900	113	64	0.2	0.2	NUM
fis-1900	113	65	0.4	0.4	NUM
fis-1900	113	66	0.6	0.6	NUM
fis-1900	113	67	0.8	0.8	NUM
fis-1900	113	68	1.0	1.0	NUM
fis-1900	113	69	15800	15800	NUM
fis-1900	113	70	16000	16000	NUM
fis-1900	113	71	16200	16200	NUM
fis-1900	113	72	16400	16400	NUM
fis-1900	113	73	16600	16600	NUM
fis-1900	113	74	16800	16800	NUM
fis-1900	113	75	17000	17000	NUM
fis-1900	113	76	17200	17200	NUM
fis-1900	113	77	17400	17400	NUM
fis-1900	113	78	17600	17600	NUM
fis-1900	113	79	loading	loading	NOUN
fis-1900	113	80	ratesv/(mm	ratesv/(mm	NOUN
fis-1900	113	81	/	/	SYM
fis-1900	113	82	min	min	NOUN
fis-1900	113	83	)	)	PUNCT
fis-1900	113	84	co	co	VERB
fis-1900	113	85	m	m	VERB
fis-1900	113	86	pr	pr	VERB
fis-1900	113	87	es	es	ADP
fis-1900	113	88	siv	siv	PROPN
fis-1900	113	89	e	e	PROPN
fis-1900	113	90	m	m	VERB
fis-1900	113	91	od	od	INTJ
fis-1900	113	92	ul	ul	INTJ
fis-1900	113	93	us	us	PROPN
fis-1900	113	94	e	e	PROPN
fis-1900	113	95	p	p	PROPN
fis-1900	113	96	/m	/m	PUNCT
fis-1900	113	97	pa	pa	PROPN
fis-1900	113	98	(	(	PUNCT
fis-1900	113	99	c	c	NOUN
fis-1900	113	100	)	)	PUNCT
fis-1900	113	101	compression	compression	NOUN
fis-1900	113	102	modulus	modulus	ADJ
fis-1900	113	103	figure	figure	NOUN
fis-1900	113	104	7	7	NUM
fis-1900	113	105	:	:	PUNCT
fis-1900	113	106	change	change	VERB
fis-1900	113	107	rules	rule	NOUN
fis-1900	113	108	of	of	ADP
fis-1900	113	109	the	the	DET
fis-1900	113	110	three	three	NUM
fis-1900	113	111	moduli	modulus	NOUN
fis-1900	113	112	with	with	ADP
fis-1900	113	113	the	the	DET
fis-1900	113	114	loading	loading	NOUN
fis-1900	113	115	rates	rate	NOUN
fis-1900	113	116	.	.	PUNCT
fis-1900	114	1	y.	y.	PROPN
fis-1900	114	2	yang	yang	PROPN
fis-1900	114	3	et	et	PROPN
fis-1900	114	4	alii	alii	PROPN
fis-1900	114	5	,	,	PUNCT
fis-1900	114	6	frattura	frattura	PROPN
fis-1900	114	7	ed	ed	PROPN
fis-1900	114	8	integrità	integrità	PROPN
fis-1900	114	9	strutturale	strutturale	PROPN
fis-1900	114	10	,	,	PUNCT
fis-1900	114	11	41	41	NUM
fis-1900	114	12	(	(	PUNCT
fis-1900	114	13	2017	2017	NUM
fis-1900	114	14	)	)	PUNCT
fis-1900	114	15	339	339	NUM
fis-1900	114	16	-	-	SYM
fis-1900	114	17	349	349	NUM
fis-1900	114	18	;	;	PUNCT
fis-1900	114	19	doi	doi	NOUN
fis-1900	114	20	:	:	PUNCT
fis-1900	115	1	10.3221	10.3221	NUM
fis-1900	115	2	/	/	SYM
fis-1900	115	3	igf	igf	PROPN
fis-1900	115	4	-	-	X
fis-1900	115	5	esis.41.45	esis.41.45	PROPN
fis-1900	115	6	347	347	NUM
fis-1900	115	7	from	from	ADP
fis-1900	115	8	the	the	DET
fis-1900	115	9	above	above	ADJ
fis-1900	115	10	fitting	fitting	ADJ
fis-1900	115	11	results	result	NOUN
fis-1900	115	12	,	,	PUNCT
fis-1900	115	13	it	it	PRON
fis-1900	115	14	can	can	AUX
fis-1900	115	15	be	be	AUX
fis-1900	115	16	seen	see	VERB
fis-1900	115	17	that	that	SCONJ
fis-1900	115	18	the	the	DET
fis-1900	115	19	tensile	tensile	NOUN
fis-1900	115	20	modulus	modulus	NOUN
fis-1900	115	21	,	,	PUNCT
fis-1900	115	22	compression	compression	NOUN
fis-1900	115	23	modulus	modulus	NOUN
fis-1900	115	24	and	and	CCONJ
fis-1900	115	25	flexural	flexural	ADJ
fis-1900	115	26	modulus	modulus	NOUN
fis-1900	115	27	increase	increase	NOUN
fis-1900	115	28	with	with	ADP
fis-1900	115	29	the	the	DET
fis-1900	115	30	increase	increase	NOUN
fis-1900	115	31	of	of	ADP
fis-1900	115	32	the	the	DET
fis-1900	115	33	loading	loading	NOUN
fis-1900	115	34	rate	rate	NOUN
fis-1900	115	35	,	,	PUNCT
fis-1900	115	36	showing	show	VERB
fis-1900	115	37	a	a	DET
fis-1900	115	38	good	good	ADJ
fis-1900	115	39	power	power	NOUN
fis-1900	115	40	function	function	NOUN
fis-1900	115	41	relationship	relationship	NOUN
fis-1900	115	42	.	.	PUNCT
fis-1900	116	1	it	it	PRON
fis-1900	116	2	has	have	AUX
fis-1900	116	3	been	be	AUX
fis-1900	116	4	proved	prove	VERB
fis-1900	116	5	in	in	ADP
fis-1900	116	6	the	the	DET
fis-1900	116	7	existing	exist	VERB
fis-1900	116	8	research	research	NOUN
fis-1900	116	9	that	that	SCONJ
fis-1900	116	10	when	when	SCONJ
fis-1900	116	11	the	the	DET
fis-1900	116	12	loading	loading	NOUN
fis-1900	116	13	rate	rate	NOUN
fis-1900	116	14	increases	increase	NOUN
fis-1900	116	15	,	,	PUNCT
fis-1900	116	16	the	the	DET
fis-1900	116	17	stress	stress	NOUN
fis-1900	116	18	state	state	NOUN
fis-1900	116	19	inside	inside	ADP
fis-1900	116	20	the	the	DET
fis-1900	116	21	specimen	speciman	NOUN
fis-1900	116	22	is	be	AUX
fis-1900	116	23	not	not	PART
fis-1900	116	24	exactly	exactly	ADV
fis-1900	116	25	one	one	NUM
fis-1900	116	26	-	-	PUNCT
fis-1900	116	27	dimensional	dimensional	ADJ
fis-1900	116	28	stress	stress	NOUN
fis-1900	116	29	state	state	NOUN
fis-1900	116	30	,	,	PUNCT
fis-1900	116	31	but	but	CCONJ
fis-1900	116	32	rather	rather	ADV
fis-1900	116	33	a	a	DET
fis-1900	116	34	mechanical	mechanical	ADJ
fis-1900	116	35	response	response	NOUN
fis-1900	116	36	characteristic	characteristic	ADJ
fis-1900	116	37	towards	towards	ADP
fis-1900	116	38	the	the	DET
fis-1900	116	39	one	one	NUM
fis-1900	116	40	-	-	PUNCT
fis-1900	116	41	dimensional	dimensional	ADJ
fis-1900	116	42	strain	strain	NOUN
fis-1900	116	43	state	state	NOUN
fis-1900	116	44	.	.	PUNCT
fis-1900	117	1	in	in	ADP
fis-1900	117	2	particular	particular	ADJ
fis-1900	117	3	,	,	PUNCT
fis-1900	117	4	in	in	ADP
fis-1900	117	5	the	the	DET
fis-1900	117	6	middle	middle	ADJ
fis-1900	117	7	part	part	NOUN
fis-1900	117	8	of	of	ADP
fis-1900	117	9	the	the	DET
fis-1900	117	10	specimen	speciman	NOUN
fis-1900	117	11	,	,	PUNCT
fis-1900	117	12	under	under	ADP
fis-1900	117	13	a	a	DET
fis-1900	117	14	higher	high	ADJ
fis-1900	117	15	loading	loading	NOUN
fis-1900	117	16	rate	rate	NOUN
fis-1900	117	17	,	,	PUNCT
fis-1900	117	18	due	due	ADP
fis-1900	117	19	to	to	ADP
fis-1900	117	20	the	the	DET
fis-1900	117	21	inertia	inertia	NOUN
fis-1900	117	22	of	of	ADP
fis-1900	117	23	the	the	DET
fis-1900	117	24	material	material	NOUN
fis-1900	117	25	,	,	PUNCT
fis-1900	117	26	the	the	DET
fis-1900	117	27	lateral	lateral	ADJ
fis-1900	117	28	strain	strain	NOUN
fis-1900	117	29	of	of	ADP
fis-1900	117	30	the	the	DET
fis-1900	117	31	specimen	speciman	NOUN
fis-1900	117	32	is	be	AUX
fis-1900	117	33	restricted	restrict	VERB
fis-1900	117	34	,	,	PUNCT
fis-1900	117	35	and	and	CCONJ
fis-1900	117	36	the	the	PRON
fis-1900	117	37	higher	high	ADJ
fis-1900	117	38	the	the	DET
fis-1900	117	39	strain	strain	NOUN
fis-1900	117	40	rate	rate	NOUN
fis-1900	117	41	is	be	AUX
fis-1900	117	42	,	,	PUNCT
fis-1900	117	43	the	the	PRON
fis-1900	117	44	more	more	ADV
fis-1900	117	45	obvious	obvious	ADJ
fis-1900	117	46	the	the	DET
fis-1900	117	47	restriction	restriction	NOUN
fis-1900	117	48	will	will	AUX
fis-1900	117	49	be	be	AUX
fis-1900	117	50	,	,	PUNCT
fis-1900	117	51	showing	show	VERB
fis-1900	117	52	an	an	DET
fis-1900	117	53	obvious	obvious	ADJ
fis-1900	117	54	strain	strain	NOUN
fis-1900	117	55	ratio	ratio	NOUN
fis-1900	117	56	effect	effect	NOUN
fis-1900	117	57	,	,	PUNCT
fis-1900	117	58	which	which	PRON
fis-1900	117	59	causes	cause	VERB
fis-1900	117	60	the	the	DET
fis-1900	117	61	material	material	NOUN
fis-1900	117	62	modulus	modulus	NOUN
fis-1900	117	63	and	and	CCONJ
fis-1900	117	64	strength	strength	NOUN
fis-1900	117	65	to	to	PART
fis-1900	117	66	increase	increase	VERB
fis-1900	117	67	with	with	ADP
fis-1900	117	68	the	the	DET
fis-1900	117	69	growth	growth	NOUN
fis-1900	117	70	of	of	ADP
fis-1900	117	71	loading	loading	NOUN
fis-1900	117	72	rate	rate	NOUN
fis-1900	118	1	[	[	X
fis-1900	118	2	16	16	NUM
fis-1900	118	3	]	]	PUNCT
fis-1900	118	4	.	.	PUNCT
fis-1900	119	1	the	the	DET
fis-1900	119	2	modulus	modulus	NOUN
fis-1900	119	3	and	and	CCONJ
fis-1900	119	4	strength	strength	NOUN
fis-1900	119	5	of	of	ADP
fis-1900	119	6	asphalt	asphalt	NOUN
fis-1900	119	7	mixture	mixture	NOUN
fis-1900	119	8	has	have	VERB
fis-1900	119	9	a	a	DET
fis-1900	119	10	similar	similar	ADJ
fis-1900	119	11	change	change	NOUN
fis-1900	119	12	pattern	pattern	NOUN
fis-1900	119	13	[	[	X
fis-1900	119	14	17	17	NUM
fis-1900	119	15	-	-	SYM
fis-1900	119	16	20	20	NUM
fis-1900	119	17	]	]	PUNCT
fis-1900	119	18	.	.	PUNCT
fis-1900	120	1	in	in	ADP
fis-1900	120	2	the	the	DET
fis-1900	120	3	same	same	ADJ
fis-1900	120	4	way	way	NOUN
fis-1900	120	5	,	,	PUNCT
fis-1900	120	6	in	in	ADP
fis-1900	120	7	this	this	DET
fis-1900	120	8	paper	paper	NOUN
fis-1900	120	9	,	,	PUNCT
fis-1900	120	10	the	the	DET
fis-1900	120	11	change	change	NOUN
fis-1900	120	12	rule	rule	NOUN
fis-1900	120	13	that	that	SCONJ
fis-1900	120	14	the	the	DET
fis-1900	120	15	modulus	modulus	NOUN
fis-1900	120	16	of	of	ADP
fis-1900	120	17	the	the	DET
fis-1900	120	18	cement	cement	NOUN
fis-1900	120	19	stabilized	stabilize	VERB
fis-1900	120	20	macadam	macadam	ADJ
fis-1900	120	21	material	material	NOUN
fis-1900	120	22	changes	change	NOUN
fis-1900	120	23	with	with	ADP
fis-1900	120	24	the	the	DET
fis-1900	120	25	loading	loading	NOUN
fis-1900	120	26	rate	rate	NOUN
fis-1900	120	27	also	also	ADV
fis-1900	120	28	proves	prove	VERB
fis-1900	120	29	this	this	DET
fis-1900	120	30	conclusion	conclusion	NOUN
fis-1900	120	31	.	.	PUNCT
fis-1900	121	1	comparison	comparison	NOUN
fis-1900	121	2	and	and	CCONJ
fis-1900	121	3	analysis	analysis	NOUN
fis-1900	121	4	of	of	ADP
fis-1900	121	5	the	the	DET
fis-1900	121	6	three	three	NUM
fis-1900	121	7	moduli	modulus	NOUN
fis-1900	121	8	according	accord	VERB
fis-1900	121	9	to	to	ADP
fis-1900	121	10	the	the	DET
fis-1900	121	11	test	test	NOUN
fis-1900	121	12	results	result	NOUN
fis-1900	121	13	in	in	ADP
fis-1900	121	14	tab	tab	NOUN
fis-1900	121	15	.	.	PUNCT
fis-1900	122	1	2	2	NUM
fis-1900	122	2	,	,	PUNCT
fis-1900	122	3	we	we	PRON
fis-1900	122	4	get	get	VERB
fis-1900	122	5	to	to	PART
fis-1900	122	6	know	know	VERB
fis-1900	122	7	:	:	PUNCT
fis-1900	122	8	(	(	PUNCT
fis-1900	122	9	1	1	X
fis-1900	122	10	)	)	PUNCT
fis-1900	122	11	under	under	ADP
fis-1900	122	12	different	different	ADJ
fis-1900	122	13	loading	loading	NOUN
fis-1900	122	14	rates	rate	NOUN
fis-1900	122	15	,	,	PUNCT
fis-1900	122	16	the	the	DET
fis-1900	122	17	ratio	ratio	NOUN
fis-1900	122	18	between	between	ADP
fis-1900	122	19	the	the	DET
fis-1900	122	20	compression	compression	NOUN
fis-1900	122	21	and	and	CCONJ
fis-1900	122	22	tensile	tensile	NOUN
fis-1900	122	23	moduli	modulus	NOUN
fis-1900	122	24	is	be	AUX
fis-1900	122	25	1.71	1.71	NUM
fis-1900	122	26	,	,	PUNCT
fis-1900	122	27	1.78	1.78	NUM
fis-1900	122	28	,	,	PUNCT
fis-1900	122	29	1.81	1.81	NUM
fis-1900	122	30	and	and	CCONJ
fis-1900	122	31	1.80	1.80	NUM
fis-1900	122	32	,	,	PUNCT
fis-1900	122	33	with	with	ADP
fis-1900	122	34	an	an	DET
fis-1900	122	35	average	average	ADJ
fis-1900	122	36	value	value	NOUN
fis-1900	122	37	of	of	ADP
fis-1900	122	38	1.78	1.78	NUM
fis-1900	122	39	.	.	PUNCT
fis-1900	123	1	the	the	DET
fis-1900	123	2	cement	cement	NOUN
fis-1900	123	3	stabilized	stabilize	VERB
fis-1900	123	4	macadam	macadam	ADJ
fis-1900	123	5	material	material	NOUN
fis-1900	123	6	shows	show	VERB
fis-1900	123	7	significant	significant	ADJ
fis-1900	123	8	differences	difference	NOUN
fis-1900	123	9	between	between	ADP
fis-1900	123	10	the	the	DET
fis-1900	123	11	tensile	tensile	NOUN
fis-1900	123	12	and	and	CCONJ
fis-1900	123	13	compression	compression	NOUN
fis-1900	123	14	moduli	modulus	NOUN
fis-1900	123	15	,	,	PUNCT
fis-1900	123	16	and	and	CCONJ
fis-1900	123	17	the	the	DET
fis-1900	123	18	compression	compression	NOUN
fis-1900	123	19	modulus	modulus	NOUN
fis-1900	123	20	is	be	AUX
fis-1900	123	21	greater	great	ADJ
fis-1900	123	22	than	than	ADP
fis-1900	123	23	the	the	DET
fis-1900	123	24	tensile	tensile	NOUN
fis-1900	123	25	modulus	modulus	NOUN
fis-1900	123	26	,	,	PUNCT
fis-1900	123	27	it	it	PRON
fis-1900	123	28	proved	prove	VERB
fis-1900	123	29	the	the	DET
fis-1900	123	30	differences	difference	NOUN
fis-1900	123	31	between	between	ADP
fis-1900	123	32	the	the	DET
fis-1900	123	33	tensile	tensile	NOUN
fis-1900	123	34	and	and	CCONJ
fis-1900	123	35	compressive	compressive	ADJ
fis-1900	123	36	modulus	modulus	NOUN
fis-1900	123	37	of	of	ADP
fis-1900	123	38	cement	cement	NOUN
fis-1900	123	39	stabilized	stabilize	VERB
fis-1900	123	40	macadam	macadam	ADJ
fis-1900	123	41	material	material	NOUN
fis-1900	123	42	.	.	PUNCT
fis-1900	124	1	(	(	PUNCT
fis-1900	124	2	2	2	X
fis-1900	124	3	)	)	PUNCT
fis-1900	124	4	the	the	DET
fis-1900	124	5	tensile	tensile	NOUN
fis-1900	124	6	modulus	modulus	NOUN
fis-1900	124	7	is	be	AUX
fis-1900	124	8	respectively	respectively	ADV
fis-1900	124	9	about	about	ADP
fis-1900	124	10	3.97	3.97	NUM
fis-1900	124	11	,	,	PUNCT
fis-1900	124	12	3.77	3.77	NUM
fis-1900	124	13	,	,	PUNCT
fis-1900	124	14	3.65	3.65	NUM
fis-1900	124	15	and	and	CCONJ
fis-1900	124	16	3.63	3.63	NUM
fis-1900	124	17	times	time	NOUN
fis-1900	124	18	the	the	DET
fis-1900	124	19	flexural	flexural	ADJ
fis-1900	124	20	modulus	modulus	NOUN
fis-1900	124	21	,	,	PUNCT
fis-1900	124	22	with	with	ADP
fis-1900	124	23	a	a	DET
fis-1900	124	24	mean	mean	ADJ
fis-1900	124	25	value	value	NOUN
fis-1900	124	26	of	of	ADP
fis-1900	124	27	3.76	3.76	NUM
fis-1900	124	28	;	;	PUNCT
fis-1900	124	29	the	the	DET
fis-1900	124	30	compression	compression	NOUN
fis-1900	124	31	modulus	modulus	NOUN
fis-1900	124	32	is	be	AUX
fis-1900	124	33	about	about	ADV
fis-1900	124	34	6.81	6.81	NUM
fis-1900	124	35	,	,	PUNCT
fis-1900	124	36	6.71	6.71	NUM
fis-1900	124	37	,	,	PUNCT
fis-1900	124	38	6.63	6.63	NUM
fis-1900	124	39	and	and	CCONJ
fis-1900	124	40	6.54	6.54	NUM
fis-1900	124	41	times	time	NOUN
fis-1900	124	42	the	the	DET
fis-1900	124	43	flexural	flexural	ADJ
fis-1900	124	44	modulus	modulus	NOUN
fis-1900	124	45	,	,	PUNCT
fis-1900	124	46	respectively	respectively	ADV
fis-1900	124	47	,	,	PUNCT
fis-1900	124	48	with	with	ADP
fis-1900	124	49	a	a	DET
fis-1900	124	50	mean	mean	NOUN
fis-1900	124	51	of	of	ADP
fis-1900	124	52	6.68	6.68	NUM
fis-1900	124	53	.	.	PUNCT
fis-1900	125	1	in	in	ADP
fis-1900	125	2	other	other	ADJ
fis-1900	125	3	words	word	NOUN
fis-1900	125	4	,	,	PUNCT
fis-1900	125	5	the	the	DET
fis-1900	125	6	tensile	tensile	NOUN
fis-1900	125	7	and	and	CCONJ
fis-1900	125	8	compression	compression	NOUN
fis-1900	125	9	moduli	modulus	NOUN
fis-1900	125	10	are	be	AUX
fis-1900	125	11	much	much	ADV
fis-1900	125	12	greater	great	ADJ
fis-1900	125	13	than	than	ADP
fis-1900	125	14	the	the	DET
fis-1900	125	15	flexural	flexural	ADJ
fis-1900	125	16	modulus	modulus	NOUN
fis-1900	125	17	.	.	PUNCT
fis-1900	126	1	it	it	PRON
fis-1900	126	2	can	can	AUX
fis-1900	126	3	be	be	AUX
fis-1900	126	4	seen	see	VERB
fis-1900	126	5	that	that	SCONJ
fis-1900	126	6	,	,	PUNCT
fis-1900	126	7	regardless	regardless	ADV
fis-1900	126	8	of	of	ADP
fis-1900	126	9	the	the	DET
fis-1900	126	10	stress	stress	NOUN
fis-1900	126	11	state	state	NOUN
fis-1900	126	12	inside	inside	ADP
fis-1900	126	13	the	the	DET
fis-1900	126	14	cement	cement	NOUN
fis-1900	126	15	stabilized	stabilize	VERB
fis-1900	126	16	macadam	macadam	ADJ
fis-1900	126	17	semi	semi	ADJ
fis-1900	126	18	-	-	ADJ
fis-1900	126	19	rigid	rigid	ADJ
fis-1900	126	20	base	base	NOUN
fis-1900	126	21	structure	structure	NOUN
fis-1900	126	22	,	,	PUNCT
fis-1900	126	23	it	it	PRON
fis-1900	126	24	is	be	AUX
fis-1900	126	25	obviously	obviously	ADV
fis-1900	126	26	inappropriate	inappropriate	ADJ
fis-1900	126	27	to	to	PART
fis-1900	126	28	simply	simply	ADV
fis-1900	126	29	use	use	VERB
fis-1900	126	30	the	the	DET
fis-1900	126	31	unconfined	unconfined	ADJ
fis-1900	126	32	compressive	compressive	ADJ
fis-1900	126	33	resilient	resilient	ADJ
fis-1900	126	34	modulus	modulus	NOUN
fis-1900	126	35	to	to	PART
fis-1900	126	36	calculate	calculate	VERB
fis-1900	126	37	the	the	DET
fis-1900	126	38	structural	structural	ADJ
fis-1900	126	39	load	load	NOUN
fis-1900	126	40	response	response	NOUN
fis-1900	126	41	.	.	PUNCT
fis-1900	127	1	as	as	SCONJ
fis-1900	127	2	the	the	DET
fis-1900	127	3	compressive	compressive	ADJ
fis-1900	127	4	resilient	resilient	ADJ
fis-1900	127	5	modulus	modulus	NOUN
fis-1900	127	6	is	be	AUX
fis-1900	127	7	the	the	DET
fis-1900	127	8	largest	large	ADJ
fis-1900	127	9	among	among	ADP
fis-1900	127	10	the	the	DET
fis-1900	127	11	three	three	NUM
fis-1900	127	12	moduli	modulus	NOUN
fis-1900	127	13	,	,	PUNCT
fis-1900	127	14	the	the	DET
fis-1900	127	15	structural	structural	ADJ
fis-1900	127	16	deformation	deformation	NOUN
fis-1900	127	17	response	response	NOUN
fis-1900	127	18	calculated	calculate	VERB
fis-1900	127	19	based	base	VERB
fis-1900	127	20	on	on	ADP
fis-1900	127	21	this	this	DET
fis-1900	127	22	modulus	modulus	NOUN
fis-1900	127	23	will	will	AUX
fis-1900	127	24	be	be	AUX
fis-1900	127	25	the	the	DET
fis-1900	127	26	smallest	small	ADJ
fis-1900	127	27	.	.	PUNCT
fis-1900	128	1	as	as	ADP
fis-1900	128	2	a	a	DET
fis-1900	128	3	result	result	NOUN
fis-1900	128	4	,	,	PUNCT
fis-1900	128	5	the	the	DET
fis-1900	128	6	asphalt	asphalt	NOUN
fis-1900	128	7	pavement	pavement	NOUN
fis-1900	128	8	structure	structure	NOUN
fis-1900	128	9	,	,	PUNCT
fis-1900	128	10	which	which	PRON
fis-1900	128	11	takes	take	VERB
fis-1900	128	12	the	the	DET
fis-1900	128	13	surface	surface	NOUN
fis-1900	128	14	deflection	deflection	NOUN
fis-1900	128	15	as	as	ADP
fis-1900	128	16	the	the	DET
fis-1900	128	17	indicator	indicator	NOUN
fis-1900	128	18	,	,	PUNCT
fis-1900	128	19	will	will	AUX
fis-1900	128	20	be	be	AUX
fis-1900	128	21	thin	thin	ADJ
fis-1900	128	22	and	and	CCONJ
fis-1900	128	23	unsafe	unsafe	ADJ
fis-1900	128	24	,	,	PUNCT
fis-1900	128	25	and	and	CCONJ
fis-1900	128	26	the	the	DET
fis-1900	128	27	road	road	NOUN
fis-1900	128	28	pavement	pavement	NOUN
fis-1900	128	29	is	be	AUX
fis-1900	128	30	likely	likely	ADJ
fis-1900	128	31	to	to	PART
fis-1900	128	32	be	be	AUX
fis-1900	128	33	damaged	damage	VERB
fis-1900	128	34	at	at	ADP
fis-1900	128	35	an	an	DET
fis-1900	128	36	early	early	ADJ
fis-1900	128	37	stage	stage	NOUN
fis-1900	128	38	.	.	PUNCT
fis-1900	129	1	(	(	PUNCT
fis-1900	129	2	3	3	X
fis-1900	129	3	)	)	PUNCT
fis-1900	129	4	under	under	ADP
fis-1900	129	5	different	different	ADJ
fis-1900	129	6	loading	loading	NOUN
fis-1900	129	7	rates	rate	NOUN
fis-1900	129	8	,	,	PUNCT
fis-1900	129	9	the	the	DET
fis-1900	129	10	ratios	ratio	NOUN
fis-1900	129	11	between	between	ADP
fis-1900	129	12	each	each	DET
fis-1900	129	13	two	two	NUM
fis-1900	129	14	of	of	ADP
fis-1900	129	15	the	the	DET
fis-1900	129	16	tensile	tensile	NOUN
fis-1900	129	17	,	,	PUNCT
fis-1900	129	18	compressive	compressive	ADJ
fis-1900	129	19	and	and	CCONJ
fis-1900	129	20	flexural	flexural	ADJ
fis-1900	129	21	moduli	modulus	NOUN
fis-1900	129	22	,	,	PUNCT
fis-1900	129	23	are	be	AUX
fis-1900	129	24	stable	stable	ADJ
fis-1900	129	25	,	,	PUNCT
fis-1900	129	26	showing	show	VERB
fis-1900	129	27	that	that	SCONJ
fis-1900	129	28	even	even	ADV
fis-1900	129	29	the	the	DET
fis-1900	129	30	loading	loading	NOUN
fis-1900	129	31	rate	rate	NOUN
fis-1900	129	32	has	have	VERB
fis-1900	129	33	direct	direct	ADJ
fis-1900	129	34	impact	impact	NOUN
fis-1900	129	35	on	on	ADP
fis-1900	129	36	the	the	DET
fis-1900	129	37	moduli	modulus	NOUN
fis-1900	129	38	of	of	ADP
fis-1900	129	39	cement	cement	NOUN
fis-1900	129	40	stabilized	stabilize	VERB
fis-1900	129	41	macadam	macadam	ADJ
fis-1900	129	42	material	material	NOUN
fis-1900	129	43	,	,	PUNCT
fis-1900	129	44	but	but	CCONJ
fis-1900	129	45	it	it	PRON
fis-1900	129	46	does	do	AUX
fis-1900	129	47	not	not	PART
fis-1900	129	48	affect	affect	VERB
fis-1900	129	49	the	the	DET
fis-1900	129	50	ratio	ratio	NOUN
fis-1900	129	51	relationship	relationship	NOUN
fis-1900	129	52	between	between	ADP
fis-1900	129	53	the	the	DET
fis-1900	129	54	three	three	NUM
fis-1900	129	55	moduli[19	moduli[19	NOUN
fis-1900	129	56	]	]	PUNCT
fis-1900	129	57	.	.	PUNCT
fis-1900	130	1	this	this	PRON
fis-1900	130	2	provides	provide	VERB
fis-1900	130	3	basis	basis	NOUN
fis-1900	130	4	and	and	CCONJ
fis-1900	130	5	convenience	convenience	NOUN
fis-1900	130	6	for	for	ADP
fis-1900	130	7	the	the	DET
fis-1900	130	8	conversion	conversion	NOUN
fis-1900	130	9	between	between	ADP
fis-1900	130	10	the	the	DET
fis-1900	130	11	three	three	NUM
fis-1900	130	12	moduli	modulus	NOUN
fis-1900	130	13	.	.	PUNCT
fis-1900	131	1	conversion	conversion	NOUN
fis-1900	131	2	relations	relation	NOUN
fis-1900	131	3	between	between	ADP
fis-1900	131	4	the	the	DET
fis-1900	131	5	three	three	NUM
fis-1900	131	6	moduli	modulus	NOUN
fis-1900	131	7	with	with	ADP
fis-1900	131	8	the	the	DET
fis-1900	131	9	loading	loading	NOUN
fis-1900	131	10	rate	rate	NOUN
fis-1900	131	11	as	as	ADP
fis-1900	131	12	the	the	DET
fis-1900	131	13	intermediate	intermediate	ADJ
fis-1900	131	14	variable	variable	NOUN
fis-1900	131	15	,	,	PUNCT
fis-1900	131	16	according	accord	VERB
fis-1900	131	17	to	to	ADP
fis-1900	131	18	formula	formula	NOUN
fis-1900	131	19	(	(	PUNCT
fis-1900	131	20	19	19	NUM
fis-1900	131	21	)	)	PUNCT
fis-1900	131	22	and	and	CCONJ
fis-1900	131	23	the	the	DET
fis-1900	131	24	fitting	fitting	ADJ
fis-1900	131	25	results	result	NOUN
fis-1900	131	26	in	in	ADP
fis-1900	131	27	tab	tab	NOUN
fis-1900	131	28	.	.	PUNCT
fis-1900	132	1	3	3	NUM
fis-1900	132	2	,	,	PUNCT
fis-1900	132	3	we	we	PRON
fis-1900	132	4	can	can	AUX
fis-1900	132	5	establish	establish	VERB
fis-1900	132	6	the	the	DET
fis-1900	132	7	conversion	conversion	NOUN
fis-1900	132	8	relations	relation	NOUN
fis-1900	132	9	between	between	ADP
fis-1900	132	10	the	the	DET
fis-1900	132	11	three	three	NUM
fis-1900	132	12	moduli	modulus	NOUN
fis-1900	132	13	.	.	PUNCT
fis-1900	133	1	(	(	PUNCT
fis-1900	133	2	1	1	X
fis-1900	133	3	)	)	PUNCT
fis-1900	133	4	conversion	conversion	NOUN
fis-1900	133	5	relation	relation	NOUN
fis-1900	133	6	between	between	ADP
fis-1900	133	7	the	the	DET
fis-1900	133	8	tensile	tensile	NOUN
fis-1900	133	9	modulus	modulus	NOUN
fis-1900	133	10	and	and	CCONJ
fis-1900	133	11	the	the	DET
fis-1900	133	12	flexural	flexural	ADJ
fis-1900	133	13	modulus	modulus	NOUN
fis-1900	133	14	:	:	PUNCT
fis-1900	133	15	′=	′=	PROPN
fis-1900	133	16	0.271164.79	0.271164.79	PROPN
fis-1900	133	17	t	t	X
fis-1900	133	18	fe	fe	X
fis-1900	133	19	e	e	X
fis-1900	133	20	(	(	PUNCT
fis-1900	133	21	20	20	NUM
fis-1900	133	22	)	)	PUNCT
fis-1900	133	23	(	(	PUNCT
fis-1900	133	24	2	2	X
fis-1900	133	25	)	)	PUNCT
fis-1900	133	26	conversion	conversion	NOUN
fis-1900	133	27	relation	relation	NOUN
fis-1900	133	28	between	between	ADP
fis-1900	133	29	the	the	DET
fis-1900	133	30	compression	compression	NOUN
fis-1900	133	31	modulus	modulus	NOUN
fis-1900	133	32	and	and	CCONJ
fis-1900	133	33	the	the	DET
fis-1900	133	34	flexural	flexural	ADJ
fis-1900	133	35	modulus	modulus	NOUN
fis-1900	133	36	:	:	PUNCT
fis-1900	133	37	′=	′=	PROPN
fis-1900	133	38	0.772.04p	0.772.04p	NUM
fis-1900	133	39	fe	fe	X
fis-1900	133	40	e	e	X
fis-1900	133	41	(	(	PUNCT
fis-1900	133	42	21	21	NUM
fis-1900	133	43	)	)	PUNCT
fis-1900	133	44	(	(	PUNCT
fis-1900	133	45	3	3	X
fis-1900	133	46	)	)	PUNCT
fis-1900	133	47	conversion	conversion	NOUN
fis-1900	133	48	relation	relation	NOUN
fis-1900	133	49	between	between	ADP
fis-1900	133	50	the	the	DET
fis-1900	133	51	tensile	tensile	NOUN
fis-1900	133	52	modulus	modulus	NOUN
fis-1900	133	53	and	and	CCONJ
fis-1900	133	54	the	the	DET
fis-1900	133	55	compression	compression	NOUN
fis-1900	133	56	modulus	modulus	NOUN
fis-1900	133	57	:	:	PUNCT
fis-1900	133	58	=	=	SYM
fis-1900	133	59	0.39224.81	0.39224.81	PROPN
fis-1900	133	60	t	t	NOUN
fis-1900	133	61	pe	pe	X
fis-1900	133	62	e	e	X
fis-1900	133	63	(	(	PUNCT
fis-1900	133	64	22	22	NUM
fis-1900	133	65	)	)	PUNCT
fis-1900	133	66	according	accord	VERB
fis-1900	133	67	to	to	ADP
fis-1900	133	68	the	the	DET
fis-1900	133	69	conversion	conversion	NOUN
fis-1900	133	70	relations	relation	NOUN
fis-1900	133	71	between	between	ADP
fis-1900	133	72	the	the	DET
fis-1900	133	73	three	three	NUM
fis-1900	133	74	moduli	modulus	NOUN
fis-1900	133	75	in	in	ADP
fis-1900	133	76	formula	formula	NOUN
fis-1900	133	77	(	(	PUNCT
fis-1900	133	78	20	20	NUM
fis-1900	133	79	)	)	PUNCT
fis-1900	133	80	,	,	PUNCT
fis-1900	133	81	(	(	PUNCT
fis-1900	133	82	21	21	NUM
fis-1900	133	83	)	)	PUNCT
fis-1900	133	84	and	and	CCONJ
fis-1900	133	85	(	(	PUNCT
fis-1900	133	86	22	22	NUM
fis-1900	133	87	)	)	PUNCT
fis-1900	133	88	,	,	PUNCT
fis-1900	133	89	as	as	ADV
fis-1900	133	90	long	long	ADV
fis-1900	133	91	as	as	SCONJ
fis-1900	133	92	we	we	PRON
fis-1900	133	93	can	can	AUX
fis-1900	133	94	get	get	VERB
fis-1900	133	95	one	one	NUM
fis-1900	133	96	modulus	modulus	NOUN
fis-1900	133	97	value	value	NOUN
fis-1900	133	98	,	,	PUNCT
fis-1900	133	99	we	we	PRON
fis-1900	133	100	can	can	AUX
fis-1900	133	101	easily	easily	ADV
fis-1900	133	102	calculate	calculate	VERB
fis-1900	133	103	the	the	DET
fis-1900	133	104	other	other	ADJ
fis-1900	133	105	two	two	NUM
fis-1900	133	106	modulus	modulus	NOUN
fis-1900	133	107	,	,	PUNCT
fis-1900	133	108	which	which	PRON
fis-1900	133	109	facilitates	facilitate	VERB
fis-1900	133	110	the	the	DET
fis-1900	133	111	selection	selection	NOUN
fis-1900	133	112	of	of	ADP
fis-1900	133	113	modulus	modulus	ADJ
fis-1900	133	114	design	design	NOUN
fis-1900	133	115	parameters	parameter	NOUN
fis-1900	133	116	based	base	VERB
fis-1900	133	117	on	on	ADP
fis-1900	133	118	the	the	DET
fis-1900	133	119	stress	stress	NOUN
fis-1900	133	120	state	state	NOUN
fis-1900	133	121	inside	inside	ADP
fis-1900	133	122	the	the	DET
fis-1900	133	123	pavement	pavement	NOUN
fis-1900	133	124	structure	structure	NOUN
fis-1900	133	125	.	.	PUNCT
fis-1900	134	1	conclusions	conclusion	NOUN
fis-1900	134	2	(	(	PUNCT
fis-1900	134	3	1	1	NUM
fis-1900	134	4	)	)	PUNCT
fis-1900	134	5	when	when	SCONJ
fis-1900	134	6	the	the	DET
fis-1900	134	7	shear	shear	NOUN
fis-1900	134	8	effect	effect	NOUN
fis-1900	134	9	is	be	AUX
fis-1900	134	10	considered	consider	VERB
fis-1900	134	11	,	,	PUNCT
fis-1900	134	12	the	the	DET
fis-1900	134	13	flexural	flexural	ADJ
fis-1900	134	14	modulus	modulus	NOUN
fis-1900	134	15	of	of	ADP
fis-1900	134	16	the	the	DET
fis-1900	134	17	beam	beam	NOUN
fis-1900	134	18	specimen	speciman	NOUN
fis-1900	134	19	of	of	ADP
fis-1900	134	20	cement	cement	NOUN
fis-1900	134	21	stabilized	stabilize	VERB
fis-1900	134	22	macadam	macadam	NOUN
fis-1900	134	23	will	will	AUX
fis-1900	134	24	be	be	AUX
fis-1900	134	25	greatly	greatly	ADV
fis-1900	134	26	increased	increase	VERB
fis-1900	134	27	.	.	PUNCT
fis-1900	135	1	therefore	therefore	ADV
fis-1900	135	2	,	,	PUNCT
fis-1900	135	3	when	when	SCONJ
fis-1900	135	4	measuring	measure	VERB
fis-1900	135	5	the	the	DET
fis-1900	135	6	modulus	modulus	NOUN
fis-1900	135	7	of	of	ADP
fis-1900	135	8	the	the	DET
fis-1900	135	9	indoor	indoor	ADJ
fis-1900	135	10	middle	middle	ADJ
fis-1900	135	11	beam	beam	NOUN
fis-1900	135	12	made	make	VERB
fis-1900	135	13	of	of	ADP
fis-1900	135	14	semi	semi	ADJ
fis-1900	135	15	-	-	ADJ
fis-1900	135	16	rigid	rigid	ADJ
fis-1900	135	17	material	material	NOUN
fis-1900	135	18	,	,	PUNCT
fis-1900	135	19	we	we	PRON
fis-1900	135	20	should	should	AUX
fis-1900	135	21	consider	consider	VERB
fis-1900	135	22	the	the	DET
fis-1900	135	23	shear	shear	NOUN
fis-1900	135	24	effect	effect	NOUN
fis-1900	135	25	.	.	PUNCT
fis-1900	136	1	y.	y.	PROPN
fis-1900	136	2	yang	yang	PROPN
fis-1900	136	3	et	et	PROPN
fis-1900	136	4	alii	alii	PROPN
fis-1900	136	5	,	,	PUNCT
fis-1900	136	6	frattura	frattura	PROPN
fis-1900	136	7	ed	ed	PROPN
fis-1900	136	8	integrità	integrità	PROPN
fis-1900	136	9	strutturale	strutturale	PROPN
fis-1900	136	10	,	,	PUNCT
fis-1900	136	11	41	41	NUM
fis-1900	136	12	(	(	PUNCT
fis-1900	136	13	2017	2017	NUM
fis-1900	136	14	)	)	PUNCT
fis-1900	136	15	339	339	NUM
fis-1900	136	16	-	-	SYM
fis-1900	136	17	349	349	NUM
fis-1900	136	18	;	;	PUNCT
fis-1900	136	19	doi	doi	NOUN
fis-1900	136	20	:	:	PUNCT
fis-1900	136	21	10.3221	10.3221	NUM
fis-1900	136	22	/	/	SYM
fis-1900	136	23	igf	igf	PROPN
fis-1900	136	24	-	-	PROPN
fis-1900	136	25	esis.41.45	esis.41.45	PROPN
fis-1900	136	26	348	348	NUM
fis-1900	136	27	(	(	PUNCT
fis-1900	136	28	2	2	NUM
fis-1900	136	29	)	)	PUNCT
fis-1900	136	30	the	the	DET
fis-1900	136	31	tensile	tensile	NOUN
fis-1900	136	32	,	,	PUNCT
fis-1900	136	33	compression	compression	NOUN
fis-1900	136	34	and	and	CCONJ
fis-1900	136	35	flexural	flexural	ADJ
fis-1900	136	36	moduli	modulus	NOUN
fis-1900	136	37	of	of	ADP
fis-1900	136	38	the	the	DET
fis-1900	136	39	cement	cement	NOUN
fis-1900	136	40	stabilized	stabilize	VERB
fis-1900	136	41	macadam	macadam	ADJ
fis-1900	136	42	increase	increase	NOUN
fis-1900	136	43	with	with	ADP
fis-1900	136	44	the	the	DET
fis-1900	136	45	increase	increase	NOUN
fis-1900	136	46	of	of	ADP
fis-1900	136	47	the	the	DET
fis-1900	136	48	loading	loading	NOUN
fis-1900	136	49	rate	rate	NOUN
fis-1900	136	50	,	,	PUNCT
fis-1900	136	51	showing	show	VERB
fis-1900	136	52	a	a	DET
fis-1900	136	53	power	power	NOUN
fis-1900	136	54	function	function	NOUN
fis-1900	136	55	growth	growth	NOUN
fis-1900	136	56	pattern	pattern	NOUN
fis-1900	136	57	.	.	PUNCT
fis-1900	137	1	(	(	PUNCT
fis-1900	137	2	3	3	X
fis-1900	137	3	)	)	PUNCT
fis-1900	137	4	the	the	DET
fis-1900	137	5	tensile	tensile	NOUN
fis-1900	137	6	and	and	CCONJ
fis-1900	137	7	compression	compression	NOUN
fis-1900	137	8	moduli	modulus	NOUN
fis-1900	137	9	of	of	ADP
fis-1900	137	10	cement	cement	NOUN
fis-1900	137	11	stabilized	stabilize	VERB
fis-1900	137	12	macadam	macadam	NOUN
fis-1900	137	13	are	be	AUX
fis-1900	137	14	significantly	significantly	ADV
fis-1900	137	15	different	different	ADJ
fis-1900	137	16	.	.	PUNCT
fis-1900	138	1	if	if	SCONJ
fis-1900	138	2	only	only	ADV
fis-1900	138	3	the	the	DET
fis-1900	138	4	compression	compression	NOUN
fis-1900	138	5	modulus	modulus	NOUN
fis-1900	138	6	is	be	AUX
fis-1900	138	7	used	use	VERB
fis-1900	138	8	as	as	ADP
fis-1900	138	9	the	the	DET
fis-1900	138	10	structural	structural	ADJ
fis-1900	138	11	design	design	NOUN
fis-1900	138	12	parameter	parameter	NOUN
fis-1900	138	13	of	of	ADP
fis-1900	138	14	asphalt	asphalt	NOUN
fis-1900	138	15	pavement	pavement	NOUN
fis-1900	138	16	,	,	PUNCT
fis-1900	138	17	there	there	PRON
fis-1900	138	18	will	will	AUX
fis-1900	138	19	be	be	AUX
fis-1900	138	20	unbalance	unbalance	NOUN
fis-1900	138	21	between	between	ADP
fis-1900	138	22	the	the	DET
fis-1900	138	23	working	work	VERB
fis-1900	138	24	state	state	NOUN
fis-1900	138	25	of	of	ADP
fis-1900	138	26	the	the	DET
fis-1900	138	27	structural	structural	ADJ
fis-1900	138	28	design	design	NOUN
fis-1900	138	29	parameter	parameter	NOUN
fis-1900	138	30	and	and	CCONJ
fis-1900	138	31	the	the	DET
fis-1900	138	32	actual	actual	ADJ
fis-1900	138	33	stress	stress	NOUN
fis-1900	138	34	state	state	NOUN
fis-1900	138	35	,	,	PUNCT
fis-1900	138	36	and	and	CCONJ
fis-1900	138	37	further	far	ADV
fis-1900	138	38	resulting	result	VERB
fis-1900	138	39	in	in	ADP
fis-1900	138	40	large	large	ADJ
fis-1900	138	41	deviation	deviation	NOUN
fis-1900	138	42	in	in	ADP
fis-1900	138	43	load	load	NOUN
fis-1900	138	44	response	response	NOUN
fis-1900	138	45	analysis	analysis	NOUN
fis-1900	138	46	and	and	CCONJ
fis-1900	138	47	affecting	affect	VERB
fis-1900	138	48	the	the	DET
fis-1900	138	49	safety	safety	NOUN
fis-1900	138	50	of	of	ADP
fis-1900	138	51	the	the	DET
fis-1900	138	52	design	design	NOUN
fis-1900	138	53	results	result	NOUN
fis-1900	138	54	.	.	PUNCT
fis-1900	139	1	in	in	ADP
fis-1900	139	2	order	order	NOUN
fis-1900	139	3	to	to	PART
fis-1900	139	4	improve	improve	VERB
fis-1900	139	5	the	the	DET
fis-1900	139	6	accuracy	accuracy	NOUN
fis-1900	139	7	of	of	ADP
fis-1900	139	8	the	the	DET
fis-1900	139	9	design	design	NOUN
fis-1900	139	10	calculation	calculation	NOUN
fis-1900	139	11	,	,	PUNCT
fis-1900	139	12	we	we	PRON
fis-1900	139	13	should	should	AUX
fis-1900	139	14	select	select	VERB
fis-1900	139	15	the	the	DET
fis-1900	139	16	corresponding	corresponding	ADJ
fis-1900	139	17	design	design	NOUN
fis-1900	139	18	parameters	parameter	NOUN
fis-1900	139	19	according	accord	VERB
fis-1900	139	20	to	to	ADP
fis-1900	139	21	the	the	DET
fis-1900	139	22	stress	stress	ADJ
fis-1900	139	23	state	state	NOUN
fis-1900	139	24	of	of	ADP
fis-1900	139	25	the	the	DET
fis-1900	139	26	points	point	NOUN
fis-1900	139	27	inside	inside	ADP
fis-1900	139	28	the	the	DET
fis-1900	139	29	pavement	pavement	NOUN
fis-1900	139	30	structure	structure	NOUN
fis-1900	139	31	.	.	PUNCT
fis-1900	140	1	(	(	PUNCT
fis-1900	140	2	4	4	X
fis-1900	140	3	)	)	PUNCT
fis-1900	140	4	this	this	DET
fis-1900	140	5	paper	paper	NOUN
fis-1900	140	6	reveals	reveal	VERB
fis-1900	140	7	the	the	DET
fis-1900	140	8	differences	difference	NOUN
fis-1900	140	9	between	between	ADP
fis-1900	140	10	the	the	DET
fis-1900	140	11	tensile	tensile	NOUN
fis-1900	140	12	,	,	PUNCT
fis-1900	140	13	compression	compression	NOUN
fis-1900	140	14	and	and	CCONJ
fis-1900	140	15	flexural	flexural	ADJ
fis-1900	140	16	moduli	modulus	NOUN
fis-1900	140	17	of	of	ADP
fis-1900	140	18	cement	cement	NOUN
fis-1900	140	19	stabilized	stabilize	VERB
fis-1900	140	20	macadam	macadam	NOUN
fis-1900	140	21	and	and	CCONJ
fis-1900	140	22	their	their	PRON
fis-1900	140	23	conversion	conversion	NOUN
fis-1900	140	24	relations	relation	NOUN
fis-1900	140	25	,	,	PUNCT
fis-1900	140	26	but	but	CCONJ
fis-1900	140	27	it	it	PRON
fis-1900	140	28	does	do	AUX
fis-1900	140	29	not	not	PART
fis-1900	140	30	consider	consider	VERB
fis-1900	140	31	the	the	DET
fis-1900	140	32	impacts	impact	NOUN
fis-1900	140	33	of	of	ADP
fis-1900	140	34	different	different	ADJ
fis-1900	140	35	mineral	mineral	NOUN
fis-1900	140	36	aggregate	aggregate	NOUN
fis-1900	140	37	gradations	gradation	NOUN
fis-1900	140	38	,	,	PUNCT
fis-1900	140	39	which	which	PRON
fis-1900	140	40	,	,	PUNCT
fis-1900	140	41	however	however	ADV
fis-1900	140	42	,	,	PUNCT
fis-1900	140	43	are	be	AUX
fis-1900	140	44	rather	rather	ADV
fis-1900	140	45	significant	significant	ADJ
fis-1900	140	46	on	on	ADP
fis-1900	140	47	the	the	DET
fis-1900	140	48	moduli	modulus	NOUN
fis-1900	140	49	of	of	ADP
fis-1900	140	50	cement	cement	NOUN
fis-1900	140	51	stabilized	stabilize	VERB
fis-1900	140	52	macadam	macadam	NOUN
fis-1900	140	53	.	.	PUNCT
fis-1900	141	1	in	in	ADP
fis-1900	141	2	order	order	NOUN
fis-1900	141	3	to	to	PART
fis-1900	141	4	improve	improve	VERB
fis-1900	141	5	the	the	DET
fis-1900	141	6	resistance	resistance	NOUN
fis-1900	141	7	of	of	ADP
fis-1900	141	8	the	the	DET
fis-1900	141	9	semi	semi	ADJ
fis-1900	141	10	-	-	ADJ
fis-1900	141	11	rigid	rigid	ADJ
fis-1900	141	12	base	base	NOUN
fis-1900	141	13	material	material	NOUN
fis-1900	141	14	against	against	ADP
fis-1900	141	15	load	load	NOUN
fis-1900	141	16	damages	damage	NOUN
fis-1900	141	17	,	,	PUNCT
fis-1900	141	18	the	the	DET
fis-1900	141	19	gradation	gradation	NOUN
fis-1900	141	20	optimization	optimization	NOUN
fis-1900	141	21	will	will	AUX
fis-1900	141	22	be	be	AUX
fis-1900	141	23	one	one	NUM
fis-1900	141	24	of	of	ADP
fis-1900	141	25	the	the	DET
fis-1900	141	26	focuses	focus	NOUN
fis-1900	141	27	in	in	ADP
fis-1900	141	28	our	our	PRON
fis-1900	141	29	future	future	ADJ
fis-1900	141	30	research	research	NOUN
fis-1900	141	31	.	.	PUNCT
fis-1900	142	1	references	reference	NOUN
fis-1900	142	2	[	[	X
fis-1900	142	3	1	1	NUM
fis-1900	142	4	]	]	X
fis-1900	142	5	sha	sha	PROPN
fis-1900	142	6	,	,	PUNCT
fis-1900	142	7	q.l	q.l	PROPN
fis-1900	142	8	.	.	PROPN
fis-1900	142	9	,	,	PUNCT
fis-1900	142	10	the	the	DET
fis-1900	142	11	design	design	NOUN
fis-1900	142	12	and	and	CCONJ
fis-1900	142	13	construction	construction	NOUN
fis-1900	142	14	of	of	ADP
fis-1900	142	15	long	long	ADJ
fis-1900	142	16	life	life	NOUN
fis-1900	142	17	semi	semi	ADJ
fis-1900	142	18	-	-	ADJ
fis-1900	142	19	rigid	rigid	ADJ
fis-1900	142	20	pavement	pavement	NOUN
fis-1900	142	21	for	for	ADP
fis-1900	142	22	heavy	heavy	ADJ
fis-1900	142	23	traffic	traffic	NOUN
fis-1900	142	24	with	with	ADP
fis-1900	142	25	heavy	heavy	ADJ
fis-1900	142	26	wheelload	wheelload	NOUN
fis-1900	142	27	,	,	PUNCT
fis-1900	142	28	beijing	beijing	PROPN
fis-1900	142	29	:	:	PUNCT
fis-1900	142	30	china	china	PROPN
fis-1900	142	31	communications	communications	PROPN
fis-1900	142	32	press	press	PROPN
fis-1900	142	33	,	,	PUNCT
fis-1900	142	34	(	(	PUNCT
fis-1900	142	35	2011	2011	NUM
fis-1900	142	36	)	)	PUNCT
fis-1900	142	37	.	.	PUNCT
fis-1900	143	1	[	[	X
fis-1900	143	2	2	2	NUM
fis-1900	143	3	]	]	X
fis-1900	143	4	sha	sha	PROPN
fis-1900	143	5	,	,	PUNCT
fis-1900	143	6	a.m.	a.m.	ADV
fis-1900	143	7	,	,	PUNCT
fis-1900	143	8	material	material	NOUN
fis-1900	143	9	characteristics	characteristic	NOUN
fis-1900	143	10	of	of	ADP
fis-1900	143	11	semi	semi	ADJ
fis-1900	143	12	-	-	ADJ
fis-1900	143	13	rigid	rigid	ADJ
fis-1900	143	14	base	base	NOUN
fis-1900	143	15	,	,	PUNCT
fis-1900	143	16	china	china	PROPN
fis-1900	143	17	journal	journal	PROPN
fis-1900	143	18	of	of	ADP
fis-1900	143	19	highway	highway	PROPN
fis-1900	143	20	&	&	CCONJ
fis-1900	143	21	transport	transport	PROPN
fis-1900	143	22	,	,	PUNCT
fis-1900	143	23	1	1	NUM
fis-1900	143	24	(	(	PUNCT
fis-1900	143	25	2008	2008	NUM
fis-1900	143	26	)	)	PUNCT
fis-1900	143	27	21	21	NUM
fis-1900	143	28	.	.	PUNCT
fis-1900	144	1	[	[	X
fis-1900	144	2	3	3	NUM
fis-1900	144	3	]	]	X
fis-1900	144	4	yao	yao	NOUN
fis-1900	144	5	,	,	PUNCT
fis-1900	144	6	z.k	z.k	PROPN
fis-1900	144	7	.	.	PROPN
fis-1900	144	8	,	,	PUNCT
fis-1900	144	9	asphalt	asphalt	NOUN
fis-1900	144	10	pavement	pavement	NOUN
fis-1900	144	11	structure	structure	NOUN
fis-1900	144	12	design	design	NOUN
fis-1900	144	13	,	,	PUNCT
fis-1900	144	14	beijing	beijing	PROPN
fis-1900	144	15	:	:	PUNCT
fis-1900	144	16	china	china	PROPN
fis-1900	144	17	communications	communications	PROPN
fis-1900	144	18	press	press	PROPN
fis-1900	144	19	,	,	PUNCT
fis-1900	144	20	(	(	PUNCT
fis-1900	144	21	2011	2011	NUM
fis-1900	144	22	)	)	PUNCT
fis-1900	144	23	.	.	PUNCT
fis-1900	145	1	[	[	X
fis-1900	145	2	4	4	X
fis-1900	145	3	]	]	PUNCT
fis-1900	145	4	jtg	jtg	PROPN
fis-1900	145	5	d50	d50	NOUN
fis-1900	145	6	-	-	PUNCT
fis-1900	145	7	2006	2006	NUM
fis-1900	145	8	,	,	PUNCT
fis-1900	145	9	specifications	specification	NOUN
fis-1900	145	10	for	for	ADP
fis-1900	145	11	design	design	NOUN
fis-1900	145	12	of	of	ADP
fis-1900	145	13	highway	highway	NOUN
fis-1900	145	14	asphalt	asphalt	NOUN
fis-1900	145	15	pavement	pavement	NOUN
fis-1900	145	16	[	[	X
fis-1900	145	17	s	s	X
fis-1900	145	18	]	]	X
fis-1900	145	19	.	.	PUNCT
fis-1900	146	1	[	[	X
fis-1900	146	2	5	5	NUM
fis-1900	146	3	]	]	SYM
fis-1900	146	4	wu	wu	PROPN
fis-1900	146	5	,	,	PUNCT
fis-1900	146	6	x.	x.	PROPN
fis-1900	146	7	,	,	PUNCT
fis-1900	146	8	zhao	zhao	PROPN
fis-1900	146	9	,	,	PUNCT
fis-1900	146	10	h.j	h.j	PROPN
fis-1900	146	11	.	.	PROPN
fis-1900	146	12	,	,	PUNCT
fis-1900	146	13	huang	huang	PROPN
fis-1900	146	14	,	,	PUNCT
fis-1900	146	15	z.g	z.g	PROPN
fis-1900	146	16	.	.	PROPN
fis-1900	146	17	,	,	PUNCT
fis-1900	146	18	yang	yang	PROPN
fis-1900	146	19	,	,	PUNCT
fis-1900	146	20	l.j	l.j	PROPN
fis-1900	146	21	.	.	PROPN
fis-1900	146	22	,	,	PUNCT
fis-1900	146	23	thermal	thermal	ADJ
fis-1900	146	24	bending	bending	NOUN
fis-1900	146	25	and	and	CCONJ
fis-1900	146	26	buckling	buckle	VERB
fis-1900	146	27	calculations	calculation	NOUN
fis-1900	146	28	bimodulous	bimodulous	ADJ
fis-1900	146	29	plate	plate	NOUN
fis-1900	146	30	,	,	PUNCT
fis-1900	146	31	journal	journal	NOUN
fis-1900	146	32	of	of	ADP
fis-1900	146	33	chang	chang	PROPN
fis-1900	146	34	’	'	PUNCT
fis-1900	146	35	an	an	DET
fis-1900	146	36	university	university	NOUN
fis-1900	146	37	(	(	PUNCT
fis-1900	146	38	natural	natural	ADJ
fis-1900	146	39	science	science	NOUN
fis-1900	146	40	edition	edition	NOUN
fis-1900	146	41	)	)	PUNCT
fis-1900	146	42	,	,	PUNCT
fis-1900	146	43	34(6	34(6	NOUN
fis-1900	146	44	)	)	PUNCT
fis-1900	146	45	(	(	PUNCT
fis-1900	146	46	2014	2014	NUM
fis-1900	146	47	)	)	PUNCT
fis-1900	146	48	117	117	NUM
fis-1900	146	49	-	-	SYM
fis-1900	146	50	124	124	NUM
fis-1900	146	51	.	.	PUNCT
fis-1900	147	1	[	[	X
fis-1900	147	2	6	6	NUM
fis-1900	147	3	]	]	X
fis-1900	147	4	patel	patel	PROPN
fis-1900	147	5	,	,	PUNCT
fis-1900	147	6	b.p	b.p	PROPN
fis-1900	147	7	.	.	PROPN
fis-1900	147	8	,	,	PUNCT
fis-1900	147	9	khan	khan	PROPN
fis-1900	147	10	,	,	PUNCT
fis-1900	147	11	k.	k.	PROPN
fis-1900	147	12	,	,	PUNCT
fis-1900	147	13	nath	nath	PROPN
fis-1900	147	14	,	,	PUNCT
fis-1900	147	15	y.a	y.a	PROPN
fis-1900	147	16	.	.	PROPN
fis-1900	147	17	,	,	PUNCT
fis-1900	147	18	new	new	ADJ
fis-1900	147	19	constitutive	constitutive	ADJ
fis-1900	147	20	model	model	NOUN
fis-1900	147	21	for	for	ADP
fis-1900	147	22	bimodular	bimodular	ADJ
fis-1900	147	23	laminated	laminate	VERB
fis-1900	147	24	structures	structure	NOUN
fis-1900	147	25	:	:	PUNCT
fis-1900	147	26	application	application	NOUN
fis-1900	147	27	to	to	ADP
fis-1900	147	28	free	free	ADJ
fis-1900	147	29	vibrations	vibration	NOUN
fis-1900	147	30	of	of	ADP
fis-1900	147	31	conical	conical	NOUN
fis-1900	147	32	/	/	SYM
fis-1900	147	33	cylindrical	cylindrical	ADJ
fis-1900	147	34	panels	panel	NOUN
fis-1900	147	35	,	,	PUNCT
fis-1900	147	36	composite	composite	ADJ
fis-1900	147	37	structures	structure	NOUN
fis-1900	147	38	,	,	PUNCT
fis-1900	147	39	110(1	110(1	NUM
fis-1900	147	40	)	)	PUNCT
fis-1900	147	41	(	(	PUNCT
fis-1900	147	42	2014	2014	NUM
fis-1900	147	43	)	)	PUNCT
fis-1900	147	44	183	183	NUM
fis-1900	147	45	-	-	SYM
fis-1900	147	46	191	191	NUM
fis-1900	147	47	.	.	PUNCT
fis-1900	148	1	[	[	X
fis-1900	148	2	7	7	NUM
fis-1900	148	3	]	]	X
fis-1900	148	4	luo	luo	PROPN
fis-1900	148	5	,	,	PUNCT
fis-1900	148	6	z.y	z.y	PROPN
fis-1900	148	7	.	.	PROPN
fis-1900	148	8	,	,	PUNCT
fis-1900	148	9	xia	xia	PROPN
fis-1900	148	10	,	,	PUNCT
fis-1900	148	11	j.z	j.z	PROPN
fis-1900	148	12	.	.	PROPN
fis-1900	148	13	,	,	PUNCT
fis-1900	148	14	gong	gong	PROPN
fis-1900	148	15	,	,	PUNCT
fis-1900	148	16	x.n	x.n	PROPN
fis-1900	148	17	.	.	PROPN
fis-1900	148	18	,	,	PUNCT
fis-1900	148	19	unified	unified	ADJ
fis-1900	148	20	solution	solution	NOUN
fis-1900	148	21	for	for	ADP
fis-1900	148	22	expansion	expansion	NOUN
fis-1900	148	23	of	of	ADP
fis-1900	148	24	cylindrical	cylindrical	ADJ
fis-1900	148	25	cavity	cavity	NOUN
fis-1900	148	26	in	in	ADP
fis-1900	148	27	strain	strain	NOUN
fis-1900	148	28	-	-	PUNCT
fis-1900	148	29	softening	soften	VERB
fis-1900	148	30	materials	material	NOUN
fis-1900	148	31	with	with	ADP
fis-1900	148	32	different	different	ADJ
fis-1900	148	33	elastic	elastic	ADJ
fis-1900	148	34	moduli	modulus	NOUN
fis-1900	148	35	in	in	ADP
fis-1900	148	36	tension	tension	NOUN
fis-1900	148	37	and	and	CCONJ
fis-1900	148	38	compression	compression	NOUN
fis-1900	148	39	,	,	PUNCT
fis-1900	148	40	engineering	engineering	NOUN
fis-1900	148	41	mechanics	mechanic	NOUN
fis-1900	148	42	,	,	PUNCT
fis-1900	148	43	25(9	25(9	NUM
fis-1900	148	44	)	)	PUNCT
fis-1900	148	45	(	(	PUNCT
fis-1900	148	46	2008	2008	NUM
fis-1900	148	47	)	)	PUNCT
fis-1900	148	48	79	79	NUM
fis-1900	148	49	-	-	SYM
fis-1900	148	50	92	92	NUM
fis-1900	148	51	.	.	PUNCT
fis-1900	149	1	[	[	X
fis-1900	149	2	8	8	X
fis-1900	149	3	]	]	PUNCT
fis-1900	149	4	he	he	PRON
fis-1900	149	5	,	,	PUNCT
fis-1900	149	6	x.t	x.t	PROPN
fis-1900	149	7	.	.	PROPN
fis-1900	149	8	,	,	PUNCT
fis-1900	149	9	chen	chen	PROPN
fis-1900	149	10	,	,	PUNCT
fis-1900	149	11	s.l	s.l	PROPN
fis-1900	149	12	.	.	PROPN
fis-1900	149	13	,	,	PUNCT
fis-1900	149	14	elasticity	elasticity	NOUN
fis-1900	149	15	solution	solution	NOUN
fis-1900	149	16	of	of	ADP
fis-1900	149	17	simple	simple	ADJ
fis-1900	149	18	beams	beam	NOUN
fis-1900	149	19	with	with	ADP
fis-1900	149	20	different	different	ADJ
fis-1900	149	21	modulus	modulus	NOUN
fis-1900	149	22	under	under	ADP
fis-1900	149	23	uniformly	uniformly	ADV
fis-1900	149	24	distributed	distribute	VERB
fis-1900	149	25	load	load	NOUN
fis-1900	149	26	,	,	PUNCT
fis-1900	149	27	engineering	engineering	NOUN
fis-1900	149	28	mechanics	mechanic	NOUN
fis-1900	149	29	,	,	PUNCT
fis-1900	149	30	24(10	24(10	NUM
fis-1900	149	31	)	)	PUNCT
fis-1900	149	32	(	(	PUNCT
fis-1900	149	33	2007	2007	NUM
fis-1900	149	34	)	)	PUNCT
fis-1900	149	35	51	51	NUM
fis-1900	149	36	-	-	SYM
fis-1900	149	37	56	56	NUM
fis-1900	149	38	.	.	PUNCT
fis-1900	150	1	[	[	X
fis-1900	150	2	9	9	NUM
fis-1900	150	3	]	]	X
fis-1900	150	4	kong	kong	PROPN
fis-1900	150	5	,	,	PUNCT
fis-1900	150	6	j.	j.	PROPN
fis-1900	150	7	,	,	PUNCT
fis-1900	150	8	yuan	yuan	PROPN
fis-1900	150	9	j.y	j.y	PROPN
fis-1900	150	10	.	.	PROPN
fis-1900	150	11	,	,	PUNCT
fis-1900	150	12	pan	pan	PROPN
fis-1900	150	13	,	,	PUNCT
fis-1900	150	14	x.m	x.m	PROPN
fis-1900	150	15	.	.	PROPN
fis-1900	150	16	,	,	PUNCT
fis-1900	150	17	elasto	elasto	NOUN
fis-1900	150	18	-	-	PUNCT
fis-1900	150	19	plastic	plastic	NOUN
fis-1900	150	20	analysis	analysis	NOUN
fis-1900	150	21	of	of	ADP
fis-1900	150	22	thick	thick	ADJ
fis-1900	150	23	spheric	spheric	ADJ
fis-1900	150	24	shell	shell	NOUN
fis-1900	150	25	with	with	ADP
fis-1900	150	26	different	different	ADJ
fis-1900	150	27	elastic	elastic	ADJ
fis-1900	150	28	moduli	modulus	NOUN
fis-1900	150	29	for	for	ADP
fis-1900	150	30	tensile	tensile	NOUN
fis-1900	150	31	and	and	CCONJ
fis-1900	150	32	compressive	compressive	ADJ
fis-1900	150	33	deformations	deformation	NOUN
fis-1900	150	34	,	,	PUNCT
fis-1900	150	35	mechanics	mechanic	NOUN
fis-1900	150	36	in	in	ADP
fis-1900	150	37	engineering	engineering	NOUN
fis-1900	150	38	,	,	PUNCT
fis-1900	150	39	32	32	NUM
fis-1900	150	40	(	(	PUNCT
fis-1900	150	41	1	1	NUM
fis-1900	150	42	)	)	PUNCT
fis-1900	150	43	(	(	PUNCT
fis-1900	150	44	2010	2010	NUM
fis-1900	150	45	)	)	PUNCT
fis-1900	150	46	41	41	NUM
fis-1900	150	47	-	-	SYM
fis-1900	150	48	45	45	NUM
fis-1900	150	49	.	.	PUNCT
fis-1900	151	1	[	[	X
fis-1900	151	2	10	10	NUM
fis-1900	151	3	]	]	X
fis-1900	151	4	wu	wu	PROPN
fis-1900	151	5	,	,	PUNCT
fis-1900	151	6	x	x	PRON
fis-1900	151	7	..	..	PROPN
fis-1900	151	8	,	,	PUNCT
fis-1900	151	9	yang	yang	PROPN
fis-1900	151	10	,	,	PUNCT
fis-1900	151	11	l.l	l.l	PROPN
fis-1900	151	12	.	.	PROPN
fis-1900	151	13	,	,	PUNCT
fis-1900	151	14	huang	huang	PROPN
fis-1900	151	15	c.	c.	PROPN
fis-1900	151	16	,	,	PUNCT
fis-1900	151	17	sun	sun	PROPN
fis-1900	151	18	.	.	PUNCT
fis-1900	152	1	j.	j.	PROPN
fis-1900	152	2	,	,	PUNCT
fis-1900	152	3	large	large	ADJ
fis-1900	152	4	deflection	deflection	NOUN
fis-1900	152	5	bending	bend	VERB
fis-1900	152	6	calculation	calculation	NOUN
fis-1900	152	7	and	and	CCONJ
fis-1900	152	8	analysis	analysis	NOUN
fis-1900	152	9	of	of	ADP
fis-1900	152	10	bimodulous	bimodulous	ADJ
fis-1900	152	11	rectangular	rectangular	ADJ
fis-1900	152	12	plate	plate	NOUN
fis-1900	152	13	,	,	PUNCT
fis-1900	152	14	engineering	engineering	NOUN
fis-1900	152	15	mechanics	mechanic	NOUN
fis-1900	152	16	,	,	PUNCT
fis-1900	152	17	27(1	27(1	NUM
fis-1900	152	18	)	)	PUNCT
fis-1900	152	19	(	(	PUNCT
fis-1900	152	20	2010	2010	NUM
fis-1900	152	21	)	)	PUNCT
fis-1900	152	22	17	17	NUM
fis-1900	152	23	-	-	SYM
fis-1900	152	24	22	22	NUM
fis-1900	152	25	.	.	PUNCT
fis-1900	153	1	[	[	X
fis-1900	153	2	11	11	NUM
fis-1900	153	3	]	]	PUNCT
fis-1900	153	4	he	he	PRON
fis-1900	153	5	,	,	PUNCT
fis-1900	153	6	x.t	x.t	PROPN
fis-1900	153	7	.	.	PROPN
fis-1900	153	8	,	,	PUNCT
fis-1900	153	9	chen	chen	PROPN
fis-1900	153	10	,	,	PUNCT
fis-1900	153	11	s.l	s.l	PROPN
fis-1900	153	12	.	.	PROPN
fis-1900	153	13	,	,	PUNCT
fis-1900	153	14	sun	sun	PROPN
fis-1900	153	15	,	,	PUNCT
fis-1900	153	16	j.y	j.y	PROPN
fis-1900	153	17	.	.	PROPN
fis-1900	153	18	,	,	PUNCT
fis-1900	153	19	applying	apply	VERB
fis-1900	153	20	the	the	DET
fis-1900	153	21	equivalent	equivalent	ADJ
fis-1900	153	22	section	section	NOUN
fis-1900	153	23	method	method	NOUN
fis-1900	153	24	to	to	PART
fis-1900	153	25	solve	solve	VERB
fis-1900	153	26	beam	beam	NOUN
fis-1900	153	27	subjected	subject	VERB
fis-1900	153	28	lateral	lateral	ADJ
fis-1900	153	29	force	force	NOUN
fis-1900	153	30	and	and	CCONJ
fis-1900	153	31	bending	bend	VERB
fis-1900	153	32	-	-	PUNCT
fis-1900	153	33	compression	compression	NOUN
fis-1900	153	34	column	column	NOUN
fis-1900	153	35	with	with	ADP
fis-1900	153	36	different	different	ADJ
fis-1900	153	37	moduli	modulus	NOUN
fis-1900	153	38	,	,	PUNCT
fis-1900	153	39	international	international	ADJ
fis-1900	153	40	journal	journal	NOUN
fis-1900	153	41	of	of	ADP
fis-1900	153	42	mechanical	mechanical	ADJ
fis-1900	153	43	sciences	science	NOUN
fis-1900	153	44	,	,	PUNCT
fis-1900	153	45	49	49	NUM
fis-1900	153	46	(	(	PUNCT
fis-1900	153	47	2007	2007	NUM
fis-1900	153	48	)	)	PUNCT
fis-1900	153	49	919924	919924	NUM
fis-1900	153	50	.	.	PUNCT
fis-1900	154	1	[	[	X
fis-1900	154	2	12	12	NUM
fis-1900	154	3	]	]	X
fis-1900	154	4	zhang	zhang	PROPN
fis-1900	154	5	,	,	PUNCT
fis-1900	154	6	q.s	q.s	PROPN
fis-1900	154	7	.	.	PROPN
fis-1900	154	8	,	,	PUNCT
fis-1900	154	9	zheng	zheng	PROPN
fis-1900	154	10	,	,	PUNCT
fis-1900	154	11	j.l	j.l	PROPN
fis-1900	154	12	.	.	PROPN
fis-1900	154	13	,	,	PUNCT
fis-1900	154	14	the	the	DET
fis-1900	154	15	double	double	ADJ
fis-1900	154	16	moduli	moduli	NOUN
fis-1900	154	17	calculation	calculation	NOUN
fis-1900	154	18	method	method	NOUN
fis-1900	154	19	of	of	ADP
fis-1900	154	20	rigid	rigid	ADJ
fis-1900	154	21	pavements	pavement	NOUN
fis-1900	154	22	,	,	PUNCT
fis-1900	154	23	journal	journal	NOUN
fis-1900	154	24	of	of	ADP
fis-1900	154	25	changsha	changsha	PROPN
fis-1900	154	26	communications	communications	PROPN
fis-1900	154	27	institute	institute	PROPN
fis-1900	154	28	,	,	PUNCT
fis-1900	154	29	8(3	8(3	NUM
fis-1900	154	30	)	)	PUNCT
fis-1900	154	31	(	(	PUNCT
fis-1900	154	32	1992	1992	NUM
fis-1900	154	33	)	)	PUNCT
fis-1900	154	34	40	40	NUM
fis-1900	154	35	-	-	SYM
fis-1900	154	36	47	47	NUM
fis-1900	154	37	.	.	PUNCT
fis-1900	155	1	[	[	X
fis-1900	155	2	13	13	NUM
fis-1900	155	3	]	]	X
fis-1900	155	4	liu	liu	PROPN
fis-1900	155	5	,	,	PUNCT
fis-1900	155	6	j.l	j.l	PROPN
fis-1900	155	7	.	.	PROPN
fis-1900	155	8	,	,	PUNCT
fis-1900	155	9	ying	ying	PROPN
fis-1900	155	10	,	,	PUNCT
fis-1900	155	11	r.h	r.h	PROPN
fis-1900	155	12	.	.	PROPN
fis-1900	155	13	,	,	PUNCT
fis-1900	155	14	the	the	DET
fis-1900	155	15	application	application	NOUN
fis-1900	155	16	research	research	NOUN
fis-1900	155	17	of	of	ADP
fis-1900	155	18	double	double	ADJ
fis-1900	155	19	modulus	modulus	NOUN
fis-1900	155	20	theory	theory	NOUN
fis-1900	155	21	in	in	ADP
fis-1900	155	22	flexible	flexible	ADJ
fis-1900	155	23	pavement	pavement	NOUN
fis-1900	155	24	design	design	NOUN
fis-1900	155	25	,	,	PUNCT
fis-1900	155	26	hunan	hunan	NOUN
fis-1900	155	27	communication	communication	NOUN
fis-1900	155	28	science	science	NOUN
fis-1900	155	29	and	and	CCONJ
fis-1900	155	30	technology	technology	NOUN
fis-1900	155	31	,	,	PUNCT
fis-1900	155	32	1(27	1(27	NUM
fis-1900	155	33	)	)	PUNCT
fis-1900	155	34	(	(	PUNCT
fis-1900	155	35	2001	2001	NUM
fis-1900	155	36	)	)	PUNCT
fis-1900	155	37	16	16	NUM
fis-1900	155	38	-	-	SYM
fis-1900	155	39	23	23	NUM
fis-1900	155	40	.	.	PUNCT
fis-1900	156	1	[	[	X
fis-1900	156	2	14	14	NUM
fis-1900	156	3	]	]	PUNCT
fis-1900	156	4	jtg	jtg	PROPN
fis-1900	156	5	e51	e51	PROPN
fis-1900	156	6	-	-	PUNCT
fis-1900	156	7	2009	2009	NUM
fis-1900	156	8	,	,	PUNCT
fis-1900	156	9	test	test	NOUN
fis-1900	156	10	methods	method	NOUN
fis-1900	156	11	of	of	ADP
fis-1900	156	12	materials	material	NOUN
fis-1900	156	13	stabilized	stabilize	VERB
fis-1900	156	14	with	with	ADP
fis-1900	156	15	inorganic	inorganic	ADJ
fis-1900	156	16	binders	binder	NOUN
fis-1900	156	17	for	for	ADP
fis-1900	156	18	highway	highway	NOUN
fis-1900	156	19	engineering	engineering	NOUN
fis-1900	156	20	[	[	X
fis-1900	156	21	s	s	X
fis-1900	156	22	]	]	X
fis-1900	156	23	.	.	PUNCT
fis-1900	157	1	[	[	X
fis-1900	157	2	15	15	NUM
fis-1900	157	3	]	]	X
fis-1900	157	4	wang	wang	PROPN
fis-1900	157	5	,	,	PUNCT
fis-1900	157	6	z.z	z.z	PROPN
fis-1900	157	7	.	.	PROPN
fis-1900	157	8	,	,	PUNCT
fis-1900	157	9	zhu	zhu	PROPN
fis-1900	157	10	j.z	j.z	PROPN
fis-1900	157	11	.	.	PROPN
fis-1900	157	12	,	,	PUNCT
fis-1900	157	13	chen	chen	PROPN
fis-1900	157	14	,	,	PUNCT
fis-1900	157	15	l.	l.	PROPN
fis-1900	157	16	,	,	PUNCT
fis-1900	157	17	guo	guo	PROPN
fis-1900	157	18	,	,	PUNCT
fis-1900	157	19	j.l	j.l	PROPN
fis-1900	157	20	.	.	PROPN
fis-1900	157	21	,	,	PUNCT
fis-1900	157	22	tan	tan	PROPN
fis-1900	157	23	,	,	PUNCT
fis-1900	157	24	d.y	d.y	PROPN
fis-1900	157	25	.	.	PROPN
fis-1900	157	26	,	,	PUNCT
fis-1900	157	27	mi	mi	PROPN
fis-1900	157	28	,	,	PUNCT
fis-1900	157	29	w.j	w.j	PROPN
fis-1900	157	30	.	.	PROPN
fis-1900	157	31	,	,	PUNCT
fis-1900	157	32	the	the	DET
fis-1900	157	33	stress	stress	NOUN
fis-1900	157	34	calculation	calculation	NOUN
fis-1900	157	35	method	method	NOUN
fis-1900	157	36	for	for	ADP
fis-1900	157	37	deep	deep	ADJ
fis-1900	157	38	beams	beam	NOUN
fis-1900	157	39	with	with	ADP
fis-1900	157	40	the	the	DET
fis-1900	157	41	shear	shear	NOUN
fis-1900	157	42	-	-	PUNCT
fis-1900	157	43	bending	bend	VERB
fis-1900	157	44	coupling	coupling	NOUN
fis-1900	157	45	distortion	distortion	NOUN
fis-1900	157	46	under	under	ADP
fis-1900	157	47	concentrated	concentrated	ADJ
fis-1900	157	48	load	load	NOUN
fis-1900	157	49	,	,	PUNCT
fis-1900	157	50	engineering	engineering	NOUN
fis-1900	157	51	mechanics	mechanic	NOUN
fis-1900	157	52	,	,	PUNCT
fis-1900	157	53	25(4	25(4	NOUN
fis-1900	157	54	)	)	PUNCT
fis-1900	157	55	(	(	PUNCT
fis-1900	157	56	2008	2008	NUM
fis-1900	157	57	)	)	PUNCT
fis-1900	157	58	115	115	NUM
fis-1900	157	59	-	-	SYM
fis-1900	157	60	119	119	NUM
fis-1900	157	61	.	.	PUNCT
fis-1900	158	1	[	[	X
fis-1900	158	2	16	16	NUM
fis-1900	158	3	]	]	X
fis-1900	158	4	wang	wang	PROPN
fis-1900	158	5	,	,	PUNCT
fis-1900	158	6	d.r	d.r	PROPN
fis-1900	158	7	.	.	PROPN
fis-1900	158	8	,	,	PUNCT
fis-1900	158	9	hu	hu	PROPN
fis-1900	158	10	s.s	s.s	PROPN
fis-1900	158	11	.	.	PROPN
fis-1900	158	12	,	,	PUNCT
fis-1900	158	13	influence	influence	NOUN
fis-1900	158	14	of	of	ADP
fis-1900	158	15	aggregate	aggregate	NOUN
fis-1900	158	16	on	on	ADP
fis-1900	158	17	the	the	DET
fis-1900	158	18	compression	compression	NOUN
fis-1900	158	19	properties	property	NOUN
fis-1900	158	20	of	of	ADP
fis-1900	158	21	concrete	concrete	NOUN
fis-1900	158	22	under	under	ADP
fis-1900	158	23	impact	impact	NOUN
fis-1900	158	24	,	,	PUNCT
fis-1900	158	25	journal	journal	NOUN
fis-1900	158	26	of	of	ADP
fis-1900	158	27	experimental	experimental	ADJ
fis-1900	158	28	mechanics	mechanic	NOUN
fis-1900	158	29	,	,	PUNCT
fis-1900	158	30	17(1	17(1	NUM
fis-1900	158	31	)	)	PUNCT
fis-1900	158	32	(	(	PUNCT
fis-1900	158	33	2002	2002	NUM
fis-1900	158	34	)	)	PUNCT
fis-1900	158	35	23	23	NUM
fis-1900	158	36	-	-	SYM
fis-1900	158	37	27	27	NUM
fis-1900	158	38	.	.	PUNCT
fis-1900	159	1	[	[	X
fis-1900	159	2	17	17	NUM
fis-1900	159	3	]	]	X
fis-1900	159	4	zheng	zheng	PROPN
fis-1900	159	5	,	,	PUNCT
fis-1900	159	6	j.l	j.l	PROPN
fis-1900	159	7	.	.	PROPN
fis-1900	159	8	,	,	PUNCT
fis-1900	159	9	new	new	ADJ
fis-1900	159	10	structure	structure	NOUN
fis-1900	159	11	design	design	NOUN
fis-1900	159	12	of	of	ADP
fis-1900	159	13	durable	durable	ADJ
fis-1900	159	14	asphalt	asphalt	NOUN
fis-1900	159	15	pavement	pavement	NOUN
fis-1900	159	16	based	base	VERB
fis-1900	159	17	on	on	ADP
fis-1900	159	18	life	life	NOUN
fis-1900	159	19	increment	increment	NOUN
fis-1900	159	20	,	,	PUNCT
fis-1900	159	21	china	china	PROPN
fis-1900	159	22	journal	journal	PROPN
fis-1900	159	23	of	of	ADP
fis-1900	159	24	highway	highway	NOUN
fis-1900	159	25	and	and	CCONJ
fis-1900	159	26	transport	transport	NOUN
fis-1900	159	27	,	,	PUNCT
fis-1900	159	28	27(1	27(1	NUM
fis-1900	159	29	)	)	PUNCT
fis-1900	159	30	(	(	PUNCT
fis-1900	159	31	2014	2014	NUM
fis-1900	159	32	)	)	PUNCT
fis-1900	159	33	1	1	NUM
fis-1900	159	34	-	-	SYM
fis-1900	159	35	7	7	NUM
fis-1900	159	36	.	.	PUNCT
fis-1900	160	1	[	[	X
fis-1900	160	2	18	18	NUM
fis-1900	160	3	]	]	X
fis-1900	160	4	zheng	zheng	PROPN
fis-1900	160	5	,	,	PUNCT
fis-1900	160	6	j.l	j.l	PROPN
fis-1900	160	7	.	.	PROPN
fis-1900	160	8	,	,	PUNCT
fis-1900	160	9	lv	lv	PROPN
fis-1900	160	10	s.t	s.t	PROPN
fis-1900	160	11	.	.	PROPN
fis-1900	160	12	,	,	PUNCT
fis-1900	160	13	nonlinear	nonlinear	ADJ
fis-1900	160	14	fatigue	fatigue	NOUN
fis-1900	160	15	damage	damage	NOUN
fis-1900	160	16	model	model	NOUN
fis-1900	160	17	for	for	ADP
fis-1900	160	18	asphalt	asphalt	NOUN
fis-1900	160	19	mixtures	mixture	NOUN
fis-1900	160	20	,	,	PUNCT
fis-1900	160	21	china	china	PROPN
fis-1900	160	22	journal	journal	PROPN
fis-1900	160	23	of	of	ADP
fis-1900	160	24	highway	highway	NOUN
fis-1900	160	25	and	and	CCONJ
fis-1900	160	26	transport	transport	NOUN
fis-1900	160	27	,	,	PUNCT
fis-1900	160	28	22(5	22(5	NOUN
fis-1900	160	29	)	)	PUNCT
fis-1900	160	30	(	(	PUNCT
fis-1900	160	31	2009	2009	NUM
fis-1900	160	32	)	)	PUNCT
fis-1900	160	33	21	21	NUM
fis-1900	160	34	-	-	SYM
fis-1900	160	35	28	28	NUM
fis-1900	160	36	.	.	PUNCT
fis-1900	161	1	[	[	X
fis-1900	161	2	19	19	NUM
fis-1900	161	3	]	]	X
fis-1900	161	4	lv	lv	PROPN
fis-1900	161	5	s.t	s.t	PROPN
fis-1900	161	6	.	.	PROPN
fis-1900	161	7	,	,	PUNCT
fis-1900	161	8	fatigue	fatigue	NOUN
fis-1900	161	9	equation	equation	NOUN
fis-1900	161	10	of	of	ADP
fis-1900	161	11	asphalt	asphalt	NOUN
fis-1900	161	12	mixture	mixture	NOUN
fis-1900	161	13	considering	consider	VERB
fis-1900	161	14	the	the	DET
fis-1900	161	15	influence	influence	NOUN
fis-1900	161	16	of	of	ADP
fis-1900	161	17	loading	loading	NOUN
fis-1900	161	18	rate	rate	NOUN
fis-1900	161	19	,	,	PUNCT
fis-1900	161	20	engineering	engineering	NOUN
fis-1900	161	21	mechanics	mechanic	NOUN
fis-1900	161	22	,	,	PUNCT
fis-1900	161	23	29(8	29(8	NUM
fis-1900	161	24	)	)	PUNCT
fis-1900	161	25	(	(	PUNCT
fis-1900	161	26	2012	2012	NUM
fis-1900	161	27	)	)	PUNCT
fis-1900	161	28	276	276	NUM
fis-1900	161	29	-	-	SYM
fis-1900	161	30	281	281	NUM
fis-1900	161	31	.	.	PUNCT
fis-1900	162	1	[	[	X
fis-1900	162	2	20	20	NUM
fis-1900	162	3	]	]	PUNCT
fis-1900	162	4	mannan	mannan	PROPN
fis-1900	162	5	,	,	PUNCT
fis-1900	162	6	u.a	u.a	PROPN
fis-1900	162	7	.	.	PROPN
fis-1900	162	8	,	,	PUNCT
fis-1900	162	9	islam	islam	PROPN
fis-1900	162	10	,	,	PUNCT
fis-1900	162	11	m.r	m.r	PROPN
fis-1900	162	12	.	.	PROPN
fis-1900	162	13	,	,	PUNCT
fis-1900	162	14	tarefder	tarefder	NOUN
fis-1900	162	15	,	,	PUNCT
fis-1900	162	16	r.a	r.a	PROPN
fis-1900	162	17	.	.	PROPN
fis-1900	162	18	,	,	PUNCT
fis-1900	162	19	effects	effect	NOUN
fis-1900	162	20	of	of	ADP
fis-1900	162	21	recycled	recycled	ADJ
fis-1900	162	22	asphalt	asphalt	NOUN
fis-1900	162	23	pavements	pavement	NOUN
fis-1900	162	24	on	on	ADP
fis-1900	162	25	the	the	DET
fis-1900	162	26	fatigue	fatigue	NOUN
fis-1900	162	27	life	life	NOUN
fis-1900	162	28	of	of	ADP
fis-1900	162	29	asphalt	asphalt	NOUN
fis-1900	162	30	under	under	ADP
fis-1900	162	31	different	different	ADJ
fis-1900	162	32	strain	strain	NOUN
fis-1900	162	33	levels	level	NOUN
fis-1900	162	34	and	and	CCONJ
fis-1900	162	35	loading	loading	NOUN
fis-1900	162	36	frequencies	frequency	NOUN
fis-1900	162	37	,	,	PUNCT
fis-1900	162	38	international	international	ADJ
fis-1900	162	39	journal	journal	NOUN
fis-1900	162	40	of	of	ADP
fis-1900	162	41	fatigue	fatigue	NOUN
fis-1900	162	42	,	,	PUNCT
fis-1900	162	43	78	78	NUM
fis-1900	162	44	(	(	PUNCT
fis-1900	162	45	2015	2015	NUM
fis-1900	162	46	)	)	PUNCT
fis-1900	162	47	72–80	72–80	PROPN
fis-1900	162	48	.	.	PUNCT
fis-1900	163	1	y.	y.	PROPN
fis-1900	163	2	yang	yang	PROPN
fis-1900	163	3	et	et	PROPN
fis-1900	163	4	alii	alii	PROPN
fis-1900	163	5	,	,	PUNCT
fis-1900	163	6	frattura	frattura	PROPN
fis-1900	163	7	ed	ed	PROPN
fis-1900	163	8	integrità	integrità	PROPN
fis-1900	163	9	strutturale	strutturale	PROPN
fis-1900	163	10	,	,	PUNCT
fis-1900	163	11	41	41	NUM
fis-1900	163	12	(	(	PUNCT
fis-1900	163	13	2017	2017	NUM
fis-1900	163	14	)	)	PUNCT
fis-1900	163	15	339	339	NUM
fis-1900	163	16	-	-	SYM
fis-1900	163	17	349	349	NUM
fis-1900	163	18	;	;	PUNCT
fis-1900	163	19	doi	doi	NOUN
fis-1900	163	20	:	:	PUNCT
fis-1900	163	21	10.3221	10.3221	NUM
fis-1900	163	22	/	/	SYM
fis-1900	163	23	igf	igf	PROPN
fis-1900	163	24	-	-	PUNCT
fis-1900	163	25	esis.41.45	esis.41.45	PROPN
fis-1900	163	26	349	349	NUM
fis-1900	163	27	nomenclature	nomenclature	NOUN
fis-1900	163	28	l	l	NOUN
fis-1900	163	29	test	test	NOUN
fis-1900	163	30	beam	beam	NOUN
fis-1900	163	31	span	span	NOUN
fis-1900	163	32	p	p	PROPN
fis-1900	163	33	test	test	NOUN
fis-1900	163	34	load	load	NOUN
fis-1900	163	35	applied	apply	VERB
fis-1900	163	36	ω	ω	NUM
fis-1900	163	37	mid	mid	ADJ
fis-1900	163	38	-	-	ADJ
fis-1900	163	39	span	span	ADJ
fis-1900	163	40	deflection	deflection	NOUN
fis-1900	163	41	of	of	ADP
fis-1900	163	42	the	the	DET
fis-1900	163	43	specimen	speciman	NOUN
fis-1900	163	44	under	under	ADP
fis-1900	163	45	pure	pure	ADJ
fis-1900	163	46	bending	bend	VERB
fis-1900	163	47	h	h	PRON
fis-1900	163	48	mid	mid	ADJ
fis-1900	163	49	-	-	ADJ
fis-1900	163	50	span	span	ADJ
fis-1900	163	51	sectional	sectional	ADJ
fis-1900	163	52	height	height	NOUN
fis-1900	163	53	of	of	ADP
fis-1900	163	54	the	the	DET
fis-1900	163	55	specimen	speciman	NOUN
fis-1900	163	56	b	b	DET
fis-1900	163	57	mid	mid	ADJ
fis-1900	163	58	-	-	ADJ
fis-1900	163	59	span	span	ADJ
fis-1900	163	60	sectional	sectional	ADJ
fis-1900	163	61	width	width	NOUN
fis-1900	163	62	of	of	ADP
fis-1900	163	63	the	the	DET
fis-1900	163	64	specimen	speciman	NOUN
fis-1900	163	65	e	e	VERB
fis-1900	163	66	resilient	resilient	ADJ
fis-1900	163	67	modulus	modulus	NOUN
fis-1900	163	68	of	of	ADP
fis-1900	163	69	the	the	DET
fis-1900	163	70	specimen	speciman	NOUN
fis-1900	163	71	i	i	PRON
fis-1900	163	72	mid	mid	ADJ
fis-1900	163	73	-	-	ADJ
fis-1900	163	74	span	span	ADJ
fis-1900	163	75	sectional	sectional	ADJ
fis-1900	163	76	inertia	inertia	NOUN
fis-1900	163	77	moment	moment	NOUN
fis-1900	163	78	of	of	ADP
fis-1900	163	79	the	the	DET
fis-1900	163	80	specimen	speciman	NOUN
fis-1900	163	81	ef	ef	VERB
fis-1900	163	82	flexural	flexural	ADJ
fis-1900	163	83	modulus	modulus	NOUN
fis-1900	163	84	without	without	ADP
fis-1900	163	85	the	the	DET
fis-1900	163	86	shear	shear	NOUN
fis-1900	163	87	effect	effect	NOUN
fis-1900	163	88	taken	take	VERB
fis-1900	163	89	into	into	ADP
fis-1900	163	90	account	account	NOUN
fis-1900	163	91	ω∆	ω∆	SYM
fis-1900	163	92	change	change	NOUN
fis-1900	163	93	in	in	ADP
fis-1900	163	94	the	the	DET
fis-1900	163	95	mid	mid	ADJ
fis-1900	163	96	-	-	ADJ
fis-1900	163	97	span	span	ADJ
fis-1900	163	98	deflection	deflection	NOUN
fis-1900	163	99	of	of	ADP
fis-1900	163	100	the	the	DET
fis-1900	163	101	specimen	speciman	NOUN
fis-1900	163	102	caused	cause	VERB
fis-1900	163	103	by	by	ADP
fis-1900	163	104	the	the	DET
fis-1900	163	105	shear	shear	NOUN
fis-1900	163	106	effect	effect	NOUN
fis-1900	163	107	γ	γ	PROPN
fis-1900	163	108	shear	shear	PROPN
fis-1900	163	109	strain	strain	NOUN
fis-1900	164	1	τ	τ	PROPN
fis-1900	164	2	shear	shear	NOUN
fis-1900	164	3	stress	stress	PROPN
fis-1900	164	4	t	t	PROPN
fis-1900	164	5	shear	shear	NOUN
fis-1900	164	6	force	force	VERB
fis-1900	164	7	a	a	DET
fis-1900	164	8	mid	mid	ADJ
fis-1900	164	9	-	-	ADJ
fis-1900	164	10	span	span	ADJ
fis-1900	164	11	sectional	sectional	ADJ
fis-1900	164	12	area	area	NOUN
fis-1900	164	13	of	of	ADP
fis-1900	164	14	the	the	DET
fis-1900	164	15	specimen	speciman	NOUN
fis-1900	164	16	g	g	PROPN
fis-1900	164	17	shear	shear	PROPN
fis-1900	164	18	modulus	modulus	PROPN
fis-1900	164	19	µ	µ	X
fis-1900	164	20	poisson	poisson	PROPN
fis-1900	164	21	’s	’s	PART
fis-1900	164	22	ratio	ratio	NOUN
fis-1900	164	23	ω	ω	PROPN
fis-1900	164	24	'	'	PUNCT
fis-1900	164	25	mid	mid	ADJ
fis-1900	164	26	-	-	ADJ
fis-1900	164	27	span	span	ADJ
fis-1900	164	28	deflection	deflection	NOUN
fis-1900	164	29	of	of	ADP
fis-1900	164	30	the	the	DET
fis-1900	164	31	specimen	speciman	NOUN
fis-1900	164	32	under	under	ADP
fis-1900	164	33	the	the	DET
fis-1900	164	34	mutual	mutual	ADJ
fis-1900	164	35	action	action	NOUN
fis-1900	164	36	of	of	ADP
fis-1900	164	37	moment	moment	NOUN
fis-1900	164	38	and	and	CCONJ
fis-1900	164	39	shear	shear	NOUN
fis-1900	164	40	ef	ef	PROPN
fis-1900	164	41	’	'	PUNCT
fis-1900	164	42	flexural	flexural	ADJ
fis-1900	164	43	modulus	modulus	NOUN
fis-1900	164	44	with	with	ADP
fis-1900	164	45	the	the	DET
fis-1900	164	46	shear	shear	NOUN
fis-1900	164	47	effect	effect	NOUN
fis-1900	164	48	considered	consider	VERB
fis-1900	164	49	1h	1h	NUM
fis-1900	164	50	vertical	vertical	ADJ
fis-1900	164	51	distance	distance	NOUN
fis-1900	164	52	from	from	ADP
fis-1900	164	53	the	the	DET
fis-1900	164	54	upper	upper	ADJ
fis-1900	164	55	surface	surface	NOUN
fis-1900	164	56	of	of	ADP
fis-1900	164	57	the	the	DET
fis-1900	164	58	specimen	speciman	NOUN
fis-1900	164	59	to	to	ADP
fis-1900	164	60	the	the	DET
fis-1900	164	61	neutral	neutral	ADJ
fis-1900	164	62	axis	axis	NOUN
fis-1900	164	63	2h	2h	NUM
fis-1900	164	64	vertical	vertical	ADJ
fis-1900	164	65	distance	distance	NOUN
fis-1900	164	66	from	from	ADP
fis-1900	164	67	the	the	DET
fis-1900	164	68	lower	low	ADJ
fis-1900	164	69	surface	surface	NOUN
fis-1900	164	70	of	of	ADP
fis-1900	164	71	the	the	DET
fis-1900	164	72	specimen	speciman	NOUN
fis-1900	164	73	to	to	ADP
fis-1900	164	74	the	the	DET
fis-1900	164	75	neutral	neutral	ADJ
fis-1900	164	76	axis	axis	NOUN
fis-1900	164	77	σ	σ	PROPN
fis-1900	164	78	p	p	PROPN
fis-1900	164	79	compressive	compressive	ADJ
fis-1900	164	80	stress	stress	NOUN
fis-1900	164	81	of	of	ADP
fis-1900	164	82	the	the	DET
fis-1900	164	83	upper	upper	ADJ
fis-1900	164	84	surface	surface	NOUN
fis-1900	164	85	of	of	ADP
fis-1900	164	86	the	the	DET
fis-1900	164	87	specimen	speciman	NOUN
fis-1900	164	88	σ	σ	PROPN
fis-1900	164	89	t	t	PROPN
fis-1900	164	90	tensile	tensile	NOUN
fis-1900	164	91	stress	stress	NOUN
fis-1900	164	92	of	of	ADP
fis-1900	164	93	the	the	DET
fis-1900	164	94	lower	low	ADJ
fis-1900	164	95	surface	surface	NOUN
fis-1900	164	96	of	of	ADP
fis-1900	164	97	the	the	DET
fis-1900	164	98	specimen	speciman	NOUN
fis-1900	164	99	ε	ε	PROPN
fis-1900	164	100	p	p	NOUN
fis-1900	164	101	compressive	compressive	ADJ
fis-1900	164	102	strain	strain	NOUN
fis-1900	164	103	of	of	ADP
fis-1900	164	104	the	the	DET
fis-1900	164	105	upper	upper	ADJ
fis-1900	164	106	surface	surface	NOUN
fis-1900	164	107	of	of	ADP
fis-1900	164	108	the	the	DET
fis-1900	164	109	specimen	speciman	NOUN
fis-1900	164	110	ε	ε	PROPN
fis-1900	164	111	t	t	PROPN
fis-1900	164	112	tensile	tensile	NOUN
fis-1900	164	113	strain	strain	NOUN
fis-1900	164	114	of	of	ADP
fis-1900	164	115	the	the	DET
fis-1900	164	116	lower	low	ADJ
fis-1900	164	117	surface	surface	NOUN
fis-1900	164	118	of	of	ADP
fis-1900	164	119	the	the	DET
fis-1900	164	120	specimen	speciman	NOUN
fis-1900	165	1	ep	ep	PROPN
fis-1900	165	2	compression	compression	PROPN
fis-1900	165	3	modulus	modulus	NOUN
fis-1900	165	4	et	et	NOUN
fis-1900	165	5	tensile	tensile	NOUN
fis-1900	165	6	modulus	modulus	PROPN
fis-1900	165	7	m	m	ADJ
fis-1900	165	8	mid	mid	ADJ
fis-1900	165	9	-	-	NOUN
fis-1900	165	10	span	span	ADJ
fis-1900	165	11	bending	bend	VERB
fis-1900	165	12	moment	moment	NOUN
fis-1900	165	13	of	of	ADP
fis-1900	165	14	the	the	DET
fis-1900	165	15	specimen	speciman	NOUN
fis-1900	165	16	ν	ν	NOUN
fis-1900	165	17	loading	loading	NOUN
fis-1900	165	18	rate	rate	NOUN
fis-1900	165	19	r2	r2	PROPN
fis-1900	165	20	correlation	correlation	NOUN
fis-1900	165	21	coefficient	coefficient	NOUN