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Analysis of critical excavation depth for a jointed rock slope using a face-to-face discrete element method 期刊论文
Rock Mechanics and Rock Engineering, 2007, 卷号: 40, 期号: 4, 页码: 331-348
Authors:  Li SH(李世海);  Wang JG(王建国);  Liu BS(柳丙善);  Dong DP(董大鹏);  Wang, JG (reprint author), Natl Univ Singapore, Trop Marine Sci Inst, Singapore 119260, Singapore.
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Slope Stability  Discontinuity  Critical Excavation Depth  Face-to-face Dem  Limit Equilibrium Method  Joint Configuration  Stability Analysis  Mechanics  Failure  Turkey  Model  
Effect of Rock Mass Structure and Block Size on the Slope Stability-Physical Modeling and Discrete Element Simulation 期刊论文
Science in China Series E-Engineering & Materials Science, 2005, 卷号: 48, 期号: suppl., 页码: 1-17
Authors:  Li SH(李世海);  Lian ZZ(练振中);  Wang JG(王建国)
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Experimental and discrete element numerical analysis of side slope instability induced by fissure water underlying impervious bed 期刊论文
Science in China Series E-Engineering & Materials Science, 2005, 卷号: 48, 期号: suppl., 页码: 65-80
Authors:  Liu BS(柳丙善);  Li SH(李世海);  Zhang L(张磊);  Wang JG;  Li, SH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
Adobe PDF(290Kb)  |  Favorite  |  View/Download：995/206  |  Submit date：2007/06/15