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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.
Adobe PDF(1105Kb)  |  Favorite  |  View/Download:708/197  |  Submit date:2009/08/03
Slope Stability  Discontinuity  Critical Excavation Depth  Face-to-face Dem  Limit Equilibrium Method  Joint Configuration  Stability Analysis  Mechanics  Failure  Turkey  Model