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Failure mode and dynamic response of a double-sided slope with high water content of soil 期刊论文
JOURNAL OF MOUNTAIN SCIENCE, 2018, 卷号: 15, 期号: 4, 页码: 859-870
Authors:  Yang B(杨兵);  Gao FP(高福平);  Jeng DS
View  |  Adobe PDF(2356Kb)  |  Favorite  |  View/Download：374/166  |  Submit date：2018/10/30
Slope displacement  Slope failure mode  Soil water content  Shaking table test  Landslides  
Comparisons between centrifuge and numerical modeling results for slope toppling failure 期刊论文
SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2015, 卷号: 58, 期号: 9, 页码: 1497-1508
Authors:  Chen ZY;  Gong WJ;  Ma GW;  Wang J(王杰);  He L;  Xing YC;  Xing JY;  Gong, WJ (reprint author), Beihang Univ, Sch Transportat Sci & Engn, Beijing 100191, Peoples R China.
View  |  Adobe PDF(3214Kb)  |  Favorite  |  View/Download：530/220  |  Submit date：2016/01/08
Rock Slope Model  Toppling Failure  Rock-bridge  Centrifuge Test  Continuum Based Discrete Element Method  Discontinuous Deformation Analysis  
SPH-Based Simulations for Slope Failure Considering Soil-Rock Interaction 会议论文
New Paradigm of Particle Science and Technology Proceedings of The 7th World Congress on Particle Technology, Beijing, China, May 19–22, 2014
Authors:  Wu Q(吴强);  An Y(安翼);  Liu QQ(刘青泉)
View  |  Adobe PDF(1321Kb)  |  Favorite  |  View/Download：335/90  |  Submit date：2015/09/16
Slope Failure  Earth-rock Aggregate  Large Deformation  Soil-rock Interaction  
SPH-Based Simulations for Slope Failure Considering Soil-Rock Interaction 期刊论文
Procedia Engineering, 2015, 卷号: 102, 页码: 1842-1849
Authors:  Wu Q(吴强);  An Y(安翼);  Liu QQ(刘青泉)
View  |  Adobe PDF(1320Kb)  |  Favorite  |  View/Download：679/207  |  Submit date：2015/05/20
Sph Method  Slope Failure  Earth-rock Aggregate  Large Deformation  Soil-rock Interaction  
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：764/213  |  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