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Seismic dynamic stability analysis of landslide based on unbalanced thrust method 期刊论文
IOP Conference Series: Earth and Environmental Science, 2019, 卷号: 304, 期号: 4, 页码: -
作者:  Mei,Hongru;  Luo,Hongxing;  Sheng,Qian;  Chen,He;  Zhang,Zhenping;  Fu,Xiaodong;  Zhao,Xin
浏览  |  Adobe PDF(848Kb)  |  收藏  |  浏览/下载：92/29  |  提交时间：2021/05/25
Researches on deposit slope stability against sliding: a case study 期刊论文
Journal of Physics: Conference Series, 2019, 卷号: 1176, 期号: 5, 页码: -
作者:  Ndayirukiye,Osias;  Lu,Zhanrong;  Hou,Mingxun;  Wu,Zhenjun
浏览  |  Adobe PDF(747Kb)  |  收藏  |  浏览/下载：116/24  |  提交时间：2021/05/25
Improved finite element-based limit equilibrium method for slope stability analysis by considering nonlinear strength criteria and its application in assessing the anchoring effect 期刊论文
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 卷号: 43, 期号: 2, 页码: 578-598
作者:  Shi, Lu;  Wang, Haibin;  Bai, Bing;  Li, Xiaochun
浏览  |  Adobe PDF(3793Kb)  |  收藏  |  浏览/下载：135/37  |  提交时间：2020/04/08
Barton criterion  extended finite element method  factor of safety  generalized Hoek-Brown criterion  limit equilibrium method  slope stability  
Investigation of the sequential excavation of a soil-rock-mixture slope using the numerical manifold method 期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 256, 期号: -, 页码: 93-109
作者:  Yang, Yongtao;  Sun, Guanhua;  Zheng, Hong;  Qi, Yi
浏览  |  Adobe PDF(6407Kb)  |  收藏  |  浏览/下载：136/73  |  提交时间：2020/04/08
Numerical manifold method (NMM)  Sequential excavation  Soil-rock-mixture slope  Shear strength reduction technique  phi-upsilon inequality  Factor of safety (FOS)  
Seismic stability analysis of a rock block using the block theory and Newmark method 期刊论文
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 卷号: 43, 期号: 7, 页码: 1392-1409
作者:  Fu, Xiaodong;  Sheng, Qian;  Tang, Hua;  Chen, Jian;  Du, Yuxiang;  Zhang, Zhenping;  Mei, Hongru
浏览  |  Adobe PDF(1225Kb)  |  收藏  |  浏览/下载：107/49  |  提交时间：2020/04/08
block theory  Newmark method  rock block  safety factor and displacement  seismic dynamic analysis  
Implementation of the Critical Unstable Condition in Extended Finite-Element Analysis to Calculate the Safety Factor of a Predefined Slip Surface 期刊论文
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2019, 卷号: 19, 期号: 3, 页码: -
作者:  Shi, Lu;  Bai, Bing;  Li, Xiaochun
浏览  |  Adobe PDF(1458Kb)  |  收藏  |  浏览/下载：115/53  |  提交时间：2020/04/08
Slope stability  Safety factor  Critical unstable condition  Extended finite-element analysis  Augmented Lagrange multiplier method  Vital vertex method  
Stability analysis on veneer cover system for landfill considering the effect of internal seeper 期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 252, 期号: -, 页码: 99-109
作者:  Chen, Yijun;  Xue, Qiang;  He, Xingxing;  Zhang, Shaohua;  Wang, Ping;  Song, Chenguang
浏览  |  Adobe PDF(2481Kb)  |  收藏  |  浏览/下载：163/50  |  提交时间：2020/04/08
Landfills  Cover soil  Drainage layer  Internal seeper  Stability analysis  Failure modes  
Stability analysis of the Zhangmu multi-layer landslide using the vector sum method in Tibet, China 期刊论文
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 卷号: 78, 期号: 6, 页码: 4187-4200
作者:  Guo, Mingwei;  Liu, Sujin;  Yin, Shunde;  Wang, Shuilin
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Vector sum method  Slope stability  Limit equilibrium method  Strength reduction method  Zhangmu landslide  
Regional seismic slope assessment improvements considering slope aspect and vertical ground motion 期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 259, 期号: -, 页码: -
作者:  Qin Yuqiao;  Tang Hua;  Deng Qin;  Yin Xiaotao;  Wang Dongying
浏览  |  Adobe PDF(4075Kb)  |  收藏  |  浏览/下载：89/35  |  提交时间：2020/04/08
Regional assessment  Earthquake  Landslide hazard  Permanent displacement method  
Theoretical and numerical study on the block-flexure toppling failure of rock slopes 期刊论文
ENGINEERING GEOLOGY, 2019, 卷号: 263, 期号: -, 页码: -
作者:  Zheng, Yun;  Chen, Congxin;  Liu, Tingting;  Zhang, Haina;  Sun, Chaoyi
浏览  |  Adobe PDF(7428Kb)  |  收藏  |  浏览/下载：96/37  |  提交时间：2020/04/08
Rock slopes  Block-flexure toppling  Limit equilibrium method  Numerical simulation  Strength reduction method