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259篇 您的检索式：作者名="Leshchinsky"

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	题名	作者	年代	出处	被引量
1	Effects of Geocell Confinement on Strength and Deformation Behavior of Gravel显示文摘	Ben Leshchinsky Hoe Ling	2013	Journal of Geotechnical and Geoenvironmental Engineering2013，，2：	2
2	Seismic stability andpermanent displacement of landfill cover systems显示文摘	Hoe I Ling Dov Leshchinsky	1997	Journal of Geotechnical and GeoenvironmentalEngineering1997，123，2：	2
3	Superior tribologieal properties of powder materials with solid lubricant nanoparticles 显示文摘	Rapoport L Leshchinsky V Lvovsky M	2003	Wear2003，255，：	1
4	Large-scale shaking table tests on modular-block reinforced soil retaining walls显示文摘	Ling H I Mohri Y Leshchinsky D	2005	Journal of geotechnical and geoenvironmental engineering2005，131，4：	1
5	Stability analysis of conical heaps显示文摘	BAKER R LESHCHINSKY D	1987	Soils and Foundations1987，27，4：	1
6	Three-dimensional numerical modeling of single geocellreinforced sand显示文摘This paper summarizes the development of a three-dimensional numerical model for analyzing single geocell-reinforced soil.In this model,the infill soil was modeled using the Duncan-Chang model,which can simulate non-linearity and stress-dependency of soil.Geocell was modeled using linearly elastic plate elements,which can carry both bending and membrane stresses.A linear interface stress-strain relationship with a MohrCoulomb yield criterion was adopted to model the interface friction between the geocell wall and the soil.By modeling the geocell and the soil separately,the interaction between the soil and the geocell can be accurately simulated.To verify this model,a plate load test was conducted in the laboratory,in which a 12-cmthick sand layer reinforced by a single geocell was subjected to a vertical load from a circular steel plate.The load-displacement curves and the horizontal tensile strain of the geocell were recorded during the test.A numerical model was created according to the setup of the load test.The numerical results compared reasonably well with the test data.	Xiaoming YANG Jie HAN Robert L.PARSONS Dov LESHCHINSKY	2010	Frontiers of Structural and Civil Engineering2010，4，2：	1
7	Superior tribological properties of powder materials with solid lubricant nanoparticles显示文摘	V Leshchinsky M Lvovsky	2003	Wear2003，255，：	1
8	Superior tribological properties of powder materials with solid lubricant nanopartieles显示文摘	Rapoport L Leshchinsky V Lvovsky M	2003	Wear2003，255，：	1
9	Three-dimensional limit equi- librium and finite element analysis 显示文摘	Ugai K Leshchinsky D	1995	Soil and Foun- dations1995，35，4：	1
10	Friction and wear of powdered composites impregnated with WS2 inorganic fullerene-like nanopaticles 显示文摘	RAPOPORT L LESHCHINSKY V LVOVSKY M	2002	Wear2002，252，：	1
11	Geosynthetic tubes for confining pressurized slurry: some design aspects 显示文摘	LESHCHINSKY D LESHCHINSKY O LING H I	1996	Journal of Geotechnical Engineering ASCE1996，122，8：	1
12	Estimation of municipal solid waste landfill settlement显示文摘	LING H I LESHCHINSKY D MOHRI Y	1998	Journal of Geotechnical and Geoenvironmental Engineering1998，124，1：	1
13	Estimation of municipal solid waste landfil settlement显示文摘	Ling HL Leshchinsky D Mohri Y Kawabata T		0，，01：	1
14	Geosynthetic tubes for confining pressurized slurry: Some design aspects 显示文摘	Leshchinsky D Leshchinsky O Ling H I Gilbert P A	1996	Journal of Geotechnical Engineering1996，122，8：	1
15	Three-dimensional limit equilibrium and finiteelement analysis: a comparison of results显示文摘	Ugai K Leshchinsky D	1995	Soils and Foundations1995，35，4：	1
16	Seismic Design and Performance of Geosynthetic Reinforced Soil Structures 显示文摘	LING H I LESHCHINSKY D PERRY E	1997	Geotechnique1997，47，5：	1
17	Displacement-based internal design of geosynthetic- reinforced earth structures subjected to seismic loading conditions 显示文摘	VAHEDIFARD F LESHCHINSKY D MEEHAN C L	2013	Geotechnique2013，63，6：	1
18	Load bearing capacity of bronze, iron and iron-nickel powder composites containing fullerene-like WS2 nanoparticles 显示文摘	Rapoport L Leshchinsky V Lvovsky M	2002	Tribology International2002，35，：	1
19	Estimation of municipal solid waste landfill settlement显示文摘	LING H I LESHCHINSKY D MOHRI YOSHIYUKI	1998	Journal of Geotechnical and Geoenviron-mental Engineering1998，124，1：	1
20	Soil slopes under combined horizontal and vertical seismic accelerations显示文摘	Ling H I Leshchinsky D Yoshiyuki M	1997	Earthquake Engineering and Structural Dynamics1997，26，12：	1

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