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398篇 您的检索式：作者名="LADE P V"

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	题名	作者	年代	出处	被引量
1	Evolution of time dependent behavior of soils显示文摘	AUGUSTESEN A LIINGAARD M LADE P V	2004	International Journal of Geomechanics2004，4，3：	1
2	Effects of voids and volume changes on the behavior of frictional materials显示文摘	Lade P V	1988	International Journal for Numerical and Analytical Methods in Geomechanics1988，12，：	1
3	Influence of time effects on instability of granular materials显示文摘	LADE P V YAMAMURO J A BOPP P A	1997	Computers and Geotechnics1997，20，34：	1
4	The concept of effective stress for soil, concrete and rock 显示文摘	Lade P V De Boer R	1997	Gfiotechnique1997，47，1：	1
5	Expimental study of drained creep behavior of sand 显示文摘	LADE P V LIU C T	1998	Journal of Engineering Mechanics1998，124，8：	1
6	Time effects relate to crushing in sand显示文摘	KARIMPOUR H LADE P V	2010	Joumal of Geotechnical and Geoenvironmental Engineering2010，136，9：	1
7	Strain increment and stress directions in torsion shear tests显示文摘	HONG W P LADE P V	1989	Journal of Geotechnical Engineering1989，115，10：	1
8	Anisotropic three-dimensional behavior of a normally consolidated clay显示文摘	Kirkga M M Lade P V	1993	Canadian Geotechnical Journal1993，30，84：	1
9	Concept of effective stress for soil, concrete and rock 显示文摘	Lade P V De Boer R	1997	Geotechnique1997，47，1：	1
10	Significance of particlecrushing in granular materials显示文摘	LADE P V YAMAMURO J A	1996	Journal of GeotechnicalEngineering ASCE1996，122，4：	1
11	Three-dimensional Behavior of Remolded Clay显示文摘	Duncan J M	1978	J Geotech Eng ASCE1978，104，2：	1
12	Elastoplastic stress-strain theory for cohesionless soil显示文摘	Lade P V Duncan J M	1975	ASCE Journal of the Geotechnical Engineering Division1975，，10：	1
13	Elastoplastie stress-strain theory for cohesionless soil显示文摘	Lade P V Duncan J M	1975	J Geotech Eng ASCE1975，101，10：	1
14	Significance of Particle Crushing in Granular Materials显示文摘	Lade P V Yamamuro J A Bopp P A	1996	Journal of Oeotechnical Engineering1996，122，4：	1
15	Cubical triaxial tests ofcohesionless soil显示文摘	LADE P V DUNCAN J M	1972	Journal of the Soil Mechanics andFoundation1972，，：	1
16	Elasto-plastic Stress-strain Theory for Cohesionless Soil with Curved Yield Surface显示文摘	Lade V P	1977	IntJ Solids Structure1977，13，1：	1
17	Cubical triaxial tests on cohesionless soil显示文摘	Lade P V Duncan J M	1973	Journal of Soil Mechanics and foundations Division ASCE1973，99，10：	1
18	Effects of cross-anisotropy on threedimensional behavior of sand I:Stress-strain behavior and shear banding显示文摘	Abelev A V Lade P V	2003	Journal of Engineering Mechanics:ASCE2003，129，2：	1
19	Effects of stress rotation and changes of b-values on cross-anisotropic behavior of natural, K0-consolidated soft clay显示文摘	LADE P V KIRKGARD M M	2000	Soils and Foundations2000，40，6：	1
20	Elasto-plastic stress-strain theory for cohesionless soil with curved yield surface 显示文摘	Lade P V	1977	Int J Solid and Structures1977，13，：	1

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