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浏览/检索结果: 共96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 Crack evolution and strength deterioration of fine-grained tailings under dry and wet cycle 期刊论文  OAI收割 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2025, 卷号: 84, 期号: 5, 页码: 14 作者:  Chen, Qinglin;  Bao, Lilin;  Zhang, Chao;  Li, Zugui;  Wang, Xiaojun   |  收藏  |  浏览/下载：1/0  |  提交时间：2025/06/27 Fine-grained tailings  Dry and wet cycle  Crack evolution  Strength deterioration  Safety factor   Stability analysis of unsaturated slopes under rainfall and drainage using the vector-sum-based numerical manifold model 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2025, 卷号: 179, 页码: 22 作者:  Wu, Wenan;  Yang, Yongtao;  Jiao, Yuyong;  Wang, Shanyong   |  收藏  |  浏览/下载：4/0  |  提交时间：2025/06/27 Rainfall-induced slope failure  Unsaturated hydro-mechanics  Safety factor  Vector sum method  Numerical manifold method   Research on the Method for Solving the Safety Factor of Rock Slope Based on Deformation Monitoring Warning Threshold 期刊论文  OAI收割 APPLIED SCIENCES-BASEL, 2024, 卷号: 14, 期号: 24, 页码: 16 作者:  Wei, Xiaoyan;  Zhang, Xiuli   |  收藏  |  浏览/下载：3/0  |  提交时间：2025/06/27 rocky slopes  safety factor  strength reduction method  monitoring and warning  deformation rate   Effects of degraded durability on the long-term stability of in-service slopes with reinforced concreted support structures 期刊论文  OAI收割 SCIENTIFIC REPORTS, 2024, 卷号: 14, 期号: 1, 页码: 17 作者:  Ye, Wenya;  Ma, Yongzheng;  Qin, Cuigui;  Wang, Huajun;  Li, Chunguang   |  收藏  |  浏览/下载：5/0  |  提交时间：2025/06/27 In-service slopes  RC support structures  Durability model  Model test  Finite-element simulation  Factor of safety   Effects of the Rainfall-Triggered Lisse Effect on the Stability of Loess Slopes 期刊论文  OAI收割 JOURNAL OF EARTH SCIENCE, 2024, 卷号: 35, 期号: 4, 页码: 1254-1262 作者:  Yang, Zhizhou;  Cheng, Donghui;  Xia, Jun   |  收藏  |  浏览/下载：5/0  |  提交时间：2024/11/28 Lisse effect  landslides  safety factor  rainfall   Stability Evaluation Model of Large Rectangular Foundations on Soil under Combined Loading 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF GEOMECHANICS, 2024, 卷号: 24, 期号: 6, 页码: 11 作者:  Du, Yuxiang;  Fu, Xiaodong;  Sheng, Qian;  Zhang, Zhenping;  Du, Wenjie   |  收藏  |  浏览/下载：1/0  |  提交时间：2025/06/27 Bearing capacity  Rectangular foundation  V-M-H loading space  Load-path dependency (LPD) safety factor   A New Evaluation System for Feasibility and Stability Analyses of Ultra-Large Salt Caverns Gas Storage 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2024, 页码: 17 作者:  Li, Huan;  Ma, Hongling;  Zhang, Haina;  Shi, Xilin   |  收藏  |  浏览/下载：0/0  |  提交时间：2025/06/27 Bedded rock salt  Feasibility analysis  Dilatancy safety factor  Geomechanical model  Numerical simulation   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：1/0  |  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   A Numerical Method for Evaluating the Collapse of High-Steep Scarp Slopes Based on the Bonded Block Model-Discrete Fracture Network Model 期刊论文  OAI收割 SUSTAINABILITY, 2023, 卷号: 15, 期号: 21, 页码: 25 作者:  Sun, Zening;  Qiu, Shili;  Yan, Siquan;  Wang, Zaiquan   |  收藏  |  浏览/下载：1/0  |  提交时间：2025/06/27 high-steep scarp slope  bonded block model-discrete fracture network coupling  safety factor for high-steep scarp slope  collapse risk analysis   Assessing the stability of high-level pillars in deeply-buried metal mines stabilized using cemented backfill 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2023, 卷号: 170, 期号: -, 页码: - 作者:  Xia, Kaizong;  Chen, Congxin;  Liu, Xuanting;  Liu, Xiumin;  Yuan, Jiahao   |  收藏  |  浏览/下载：162/0  |  提交时间：2023/08/02 Deeply-buried metal mines  Cementation backfill mining  Strength of high-level pillars  Average vertical stress  Safety factor