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77篇 您的检索式：作者名="VAID Y P"

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	题名	作者	年代	出处	被引量
1	Influence of specimen-reconstituting method on the undrained response of sand 显示文摘	Vaid Y P Sivathayalan S Stedman D	1999	Geotechnical Testing Journal1999，22，3：	1
2	Liquefaction and post liquefaction behavior of sand显示文摘	VAID Y P THOMAS J	1995	Journal of Geotechnical Engineering ASCE1995，121，2：	1
3	Generalized stress path dependent soil behavior with a new hollow cylinder torsional apparatus显示文摘	VAID Y P SAYAO A HOU E	1990	Canadian Geotechnical Journal1990，27，：	1
4	Generalized stress-path-dependent soil behaviour with a new hollow cylinder torsional apparatus显示文摘	VAID Y P SAYAO A HOU ENHUANG NEGUSSEY D	1990	Canadian Geotechnial Journal1990，27，5：	1
5	Time-dependent behavior of undisturbed clay显示文摘	VAID Y P CAMPANELLA R G	1977	Journal of the Geotechnical Engineering ASCE1977，103，7：	1
6	Behavior of loose sand under simultaneous increase in stress ratio and principal stress rotation显示文摘	WIJEWICKREME D VAID Y P	1993	Canadian Geotechnical Journal1993，30，：	1
7	Generalized stress path dependent soil behavior with a new hollow cylinder tortional apparatus显示文摘	Vaid Y P Sayao A Hou E	1990	Canadl- an Geotechnical Journal1990，，27：	1
8	Experimental observations on the response of loose sand under simultaneous increase in stress ratio and rotation of principal stresses显示文摘	WIJEWICKREME D VAID Y P	2008	Canadian Geotechnical Journal2008，45，：	1
9	Particle gradation and liquefaction显示文摘	VAID Y P FISHER J M KUERBIS R H	1990	Journal of Geotechnical En- gineering1990，116，4：	1
10	Generalized stress-path-dependent soil behaviour with a new hollow cylinder tortional apparatus显示文摘	VAID Y P SAYAO A HOU E NEGUSSEY D	1990	Canadian Geotechnical Journal1990，27，：	1
11	Post-liquefaction behaviour of sand显示文摘	Thomas J	1995	ASCE Journal of Geotechnical Engineering1995，121，2：	1
12	Influence of generalized initial state and principal stress rotation on the undrained response of sands显示文摘	SIVATHAYALAN S VAID Y P	2002	Canadian Geotechnical Journal2002，39，：	1
13	A critical assessment of stress nonuniformities in hollow cylinder test specimens显示文摘	Sayao A & Vaid Y P	1991	Soils and foundations1991，31，1：	1
14	Time-dependent Behavior of Undisturbed Clay显示文摘	VAID Y P CAMPANELLA R G	1977	Journal of Geotech- nical Engineering Division1977，103，7：	1
15	Effect of consolidation history and stress path onhyperbolic stress-strain relations显示文摘	Y P Vaid	1985	Canadian GeotechnicalJournal1985，22，：	1
16	Generalized stress path dependent soil behaviour with a new hollow cylinder tortional apparatus显示文摘	Vaid Y P Sayao A Hou E	1990	Canadian Geotechnical Journal1990，27，：	1
17	A critical assessment of stress nonuniformities in hollow cylinder tests pecimens显示文摘	SAYAO A VAID Y P	1991	Soils and Foundations JSSMFE1991，31，1：	1
18	Influence of generalized initial state and principal stress rotation on the undrained response of sands显示文摘	Sivathayalan S Vaid Y P	2002	Canadian Geotechnical Journal2002，39，：	1
19	Time dependent behavior of undisturbed clay 显示文摘	VAID Y P CAMPANELLA R G	1977	Journal of the Geotechnical Engineering Division ASCE1977，103，7：	1
20	Liquefaction and post-liquefaction behavior of sand显示文摘	Vaid Y P Thomas J	1995	Journal of Geotechnical Engineering1995，121，2：	1

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