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25篇 您的检索式:作者名="Leshchinsky Dov"
    题名 作者 年代 出处 被引量
1Seismic stability andpermanent displacement of landfill cover systems显示文摘Hoe I Ling Dov Leshchinsky 1997Journal of Geotechnical and GeoenvironmentalEngineering1997,123,2:2
2Three-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 2010Frontiers of Structural and Civil Engineering2010,4,2:1
3Post-- Earthquake Investigation on Several Geosynthetic--Reinfoced Soil Retaining Walls and Slopes During the Ji--Ji Earthquake of Taiwan显示文摘Ling Hoe I Leshchinsky Dov Chou Nelson N S 2001Soil Dynamics and Earthquake Engineering2001,21,4:1
4Revisiting bearing capacity analysis of MSE walls显示文摘Dov Leshchinsky Farshid Vahedifard Ben A. Leshchinsky 2012Geotextiles and Geomembranes2012,,:1
5Pseudostatic Seismic Stability of Slopes:Design charts显示文摘 KA-CHINA 1994Journal of Geotechnical Engineering ASCE1994,120,9:1
6Soil Slopes under Combined Horizontal and Vertical Seismic Accelerations Earthquake Engineering显示文摘 LESHCHINSKY DOV MOHRI YOSHIYUKI 1997Structural Dynamics,19971997,,:1
7Pseudostatie Seismic Stability of Slopes : Design Charts 显示文摘Dov Leshchinsky San K C 1994Journal of Geotechnical Engineer- ing1994,120,9:1
8Estimation of municipal solid waste landfill settlement 显示文摘Hoe l Ling Dov Leshchinsky Yoshiyuki Mohri Toshinori Kawabata 1998Journal of Geotechnical and Geoenvironmental Engineering1998,124,1:1
9Lar- gr-Scale Shaking Table Tests on Modular-Block Rein-forced Soil Retaining Walls显示文摘Hoe I Ling Yoshiyuki Mohri Dov Leshchinsky 2005ASCE2005,131,4:1
10E- quivalent seismic coefficient in geocell retention systems 显示文摘Leshchinsky Dov Ling Hoe I Wang Jui - Pin 2008Geotextiles and Geomembranes2008,,26:1
11Post-earthquake investigation on several geo- synthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan显示文摘LING HOE I LESHCHINSKY DOV CHOU NELSON N S 2001Soil Dynamics and Earthquake Engineering2001,21,4:1
12Analyzing Dynamic Behavior of Geosynthetic-Reinforced Soil Retaining Walls显示文摘Hoe I. Ling Huabei Liu Victor N. Kaliakin Dov Leshchinsky 2004Journal of Engineering Mechanics2004,,8:1
13Estimation of mlnicipal solid waste landtill settlement显示文摘HOC I LING DOV LESHCHINSKY YOSHIYUKI MOHD 1998Journal of Geotechnical and Goenvironmenial Engineering1998,124,1:1
14粘土地基上粒料路堤的深层破坏及稳定性分析显示文摘一、前言常常有必要在饱和粘土地基上修建粒料路堤。在实际中假定,施工结束时地基还未开始固结,因而还不具有强度。然而,当这些力处于最大的状态时,才趋于造成破坏。此时,路堤抗深层破坏的稳定性最小。通常在设计中,采用地基的不排水抗剪强度(即Cu和φu=0),并依据“整体分析”来评价其稳定性。Dov Leshchinsky Deirdre S.Smith 张德祥 1991路基工程1991,0,6:1
15Seismic stability and permanent displacement of landfill cover systems显示文摘HOE I Ling DOV leshchinsky 1997Journal of Geotechnical and Geoenvironmental Engineering1997,123,2:1
16Estimation of municipal solid waste landfill settlement显示文摘Hoe I Ling Dov Leshchinsky Yoshiyuki Mohri 1998Journal of Geotechnical and Geoenviromental Engineering1998,124,1:1
17Analyzing Dynamic Behavior of Geosynthetic-Reinforced Soil Retaining Walls 显示文摘Ling Hoe I Liu Hua-bei Victor N Kaliakin Dov Leshchinsky M 2004Journal of Engineering Mechanics2004,130,8:1
18Design dilemma: use peak or residual strength of soil显示文摘Dov Leshchinsky 2001Geotextiles and Geomembranes2001,,9:1
19Slope stability analysis: generalized approach显示文摘Dov Leshchinsky 1990Journal of Geotechnical Engineering1990,116,5:1
20Chou Postearthquake investigation on several geosyntheticreinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan显示文摘Ling H I Dov Leshchinsky N N S 2001Soil Dynamics and Earthquake Engineering2001,21,4:1
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