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浏览/检索结果: 共63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发表日期升序发表日期降序提交时间升序提交时间降序作者升序作者降序 Sensitivity analysis of stability of anti-dip rock slope under fluctuating water level in the Three Gorges Reservoir Area 期刊论文  OAI收割 REVISTA INTERNACIONAL DE METODOS NUMERICOS PARA CALCULO Y DISENO EN INGENIERIA, 2024, 卷号: 40, 期号: 1, 页码: 13 作者:  Jiang, Wei;  Yi, Wu;  Han, Guodong;  Chen, Guanxiong;  Sun, Guanhua   |  收藏  |  浏览/下载：2/0  |  提交时间：2025/06/27 sensitivity analysis  water level fluctuation  anti-dip rock slope  factor of safety  seepage field  cantilever limit equilibrium  model   OpenHoldem: A Benchmark for Large-Scale Imperfect-Information Game Research 期刊论文  OAI收割 IEEE TRANSACTIONS ON NEURAL NETWORKS AND LEARNING SYSTEMS, 2023, 页码: 15 作者:  Li, Kai;  Xu, Hang;  Zhao, Enmin;  Wu, Zhe;  Xing, Junliang   |  收藏  |  浏览/下载：24/0  |  提交时间：2023/11/17 Artificial intelligence (AI)  benchmark  imperfect-information game  Nash equilibrium  no-limit Texas hold'em (NLTH)   Stability Analysis of Antidip Bedding Rock Slopes with Very Low-Persistent Cross Joints Using a Limit-Equilibrium Model and Fracture Mechanics 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF GEOMECHANICS, 2023, 卷号: 23, 期号: 5 作者:  Wang, Runqing;  Zheng, Yun;  Chen, Congxin;  Zhang, Wei;  Sun, Chaoyi   |  收藏  |  浏览/下载：127/0  |  提交时间：2023/08/02 Antidip rock slopes  Fracture mechanics  Limit-equilibrium  Toppling failure  Very low-persistent cross joints   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：25/0  |  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：29/0  |  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：20/0  |  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：23/0  |  提交时间：2023/08/02 Rock slopes  Soft -hard interbedded structure  Flexural toppling  Deformation compatibility method  Limit equilibrium method   改进的岩质凸块的超载储备极限平衡法 期刊论文  OAI收割 岩土力学, 2023, 卷号: 44, 期号: 2, 页码: 425 作者:  肖国峰   |  收藏  |  浏览/下载：3/0  |  提交时间：2025/06/27 block theory  rock mass stability analysis  rigid body limit equilibrium  embedded mode  overload safety factor  overload base  overload direction  块体理论  岩体稳定分析  刚体极限平衡  嵌固模式  超载储备安全系数  超载基数  超载方向   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：27/0  |  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：25/0  |  提交时间：2021/05/25 Rock slopes  Toppling failure  Failure surface  Limit equilibrium method  Genetic algorithm