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浏览/检索结果: 共46条，第1-10条 帮助 条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择题名升序题名降序提交时间升序提交时间降序作者升序作者降序发表日期升序发表日期降序 Assessing the Stability of Cable-Reinforced High Bedding Rock Slopes against Rotational Bi-planar Failure 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: 56, 期号: 3, 页码: 1697 作者:  Sun, Chaoyi;  Chen, Congxin;  Zheng, Yun;  Yuan, Jiahao   |  收藏  |  浏览/下载：21/0  |  提交时间：2023/08/02 Rotational bi-planar failure  Bedding rock slope  Prestressed anchor cable  Reinforced slope stability  Limit equilibrium method   Mechanism of water inrush from the tunnel face induced by fault and its application 期刊论文  OAI收割 JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2023, 卷号: 30, 期号: 3, 页码: 934 作者:  Zhang, Le-wen;  Wu, Jing;  Zhang, Xiang-yu   |  收藏  |  浏览/下载：25/0  |  提交时间：2023/08/02 limit equilibrium method  slice method  elastic mechanics method  water inrush mechanism  fault   Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration 期刊论文  OAI收割 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 卷号: 82, 期号: 3, 页码: - 作者:  Zhang, Zhenping;  Sheng, Qian;  Song, Dingfeng;  Fu, Xiaodong;  Zhou, Yongqiang   |  收藏  |  浏览/下载：14/0  |  提交时间：2023/08/02 Slope stability  Soil-rock mixture  Rainfall type  Water deterioration  Limit equilibrium method   Theoretical and numerical analysis of flexural toppling failure in soft-hard interbedded anti-dip rock slopes 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2023, 卷号: 312 作者:  Wang, Runqing;  Zheng, Yun;  Chen, Congxin;  Zhang, Wei   |  收藏  |  浏览/下载：15/0  |  提交时间：2023/08/02 Rock slopes  Soft -hard interbedded structure  Flexural toppling  Deformation compatibility method  Limit equilibrium method   Influence of critical acceleration model on assessments of potential earthquake-induced landslide hazards in Shimian County, Sichuan Province, China 期刊论文  OAI收割 LANDSLIDES, 2021, 页码: DOI: 10.1007/s10346-020-01578-1 作者:  Li, Cheng;  Su, Lijun   |  收藏  |  浏览/下载：25/0  |  提交时间：2021/03/01 Probabilistic seismic hazard  Seismic landslide hazard zoning  Limit equilibrium method  Newmark method  And Shimian County   Assessing the stability of rock slopes with respect to flexural toppling failure using a limit equilibrium model and genetic algorithm 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2020, 卷号: 124, 页码: 10 作者:  Zheng, Yun;  Chen, Congxin;  Meng, Fei;  Liu, Tingting;  Xia, Kaizong   |  收藏  |  浏览/下载：22/0  |  提交时间：2021/05/25 Rock slopes  Toppling failure  Failure surface  Limit equilibrium method  Genetic algorithm   Assessing the Stability of Rock Slopes with Respect to Block-Flexure Toppling Failure Using a Force-Transfer Model and Genetic Algorithm 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2020, 页码: 13 作者:  Zheng, Yun;  Chen, Congxin;  Meng, Fei;  Zhang, Haina;  Xia, Kaizong   |  收藏  |  浏览/下载：18/0  |  提交时间：2021/05/25 Rock slope  Block-flexure toppling  Limit equilibrium method  Genetic algorithm  Safety factor   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  OAI收割 INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2019, 卷号: 43, 期号: 2, 页码: 578-598 作者:  Li, Xiaochun;  Bai, Bing;  Wang, Haibin;  Shi, Lu   |  收藏  |  浏览/下载：55/0  |  提交时间：2019/03/05 Barton criterion  extended finite element method  factor of safety  generalized Hoek-Brown criterion  limit equilibrium method  slope stability   Theoretical and numerical study on the block-flexure toppling failure of rock slopes 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2019, 卷号: 263, 页码: - 作者:  Zheng, Yun;  Chen, Congxin;  Liu, Tingting;  Zhang, Haina;  Sun, Chaoyi   |  收藏  |  浏览/下载：47/0  |  提交时间：2020/04/08 Rock slopes  Block-flexure toppling  Limit equilibrium method  Numerical simulation  Strength reduction method   Numerical and theoretical study of bi-planar failure in footwall slopes 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2019, 卷号: 260, 页码: - 作者:  Sun, Chaoyi;  Chen, Congxin;  Zheng, Yun;  Zhang, Wei;  Liu, Feng   |  收藏  |  浏览/下载：47/0  |  提交时间：2020/04/08 Footwall slope  Bi-planar failure  UDEC trigon approach  Slope stability analysis  Limit equilibrium method