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浏览/检索结果: 共147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 Modelling of thermo-mechanical coupling effects in rock masses using an enriched nodal-based continuous-discontinuous deformation analysis method 期刊论文  OAI收割 COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2025, 卷号: 433, 页码: 37 作者:  Xia, Yang;  Yang, Yongtao;  Zheng, Hong;  Wang, Shuilin   |  收藏  |  浏览/下载：2/0  |  提交时间：2025/06/27 Nodal-based continuous-discontinuous deformation analysis method (NCDDAM)  Contact approach  Thermo-mechanical coupling  Thermal cracking  Failure of rock masses   Fracturing and acoustic emission characteristics of saturated reservoir rocks under constant-amplitude-cyclic loading 期刊论文  OAI收割 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2024, 卷号: 83, 期号: 10, 页码: 17 作者:  Zhu, Jun;  Chen, Xiaoqing;  Chen, Jiangang;  Liu, Ziming;  Deng, Jianhui   |  收藏  |  浏览/下载：19/0  |  提交时间：2024/11/20 Fracture behavior  Acoustic emission  Saturated reservoir rock  Cyclic loading  Failure pattern  Spectrum analysis   Protective performance of shear thickening gel modified epoxy sealant on lithium-ion batteries under mechanical abuse 期刊论文  OAI收割 ENERGY, 2024, 卷号: 296, 页码: 14 作者:  Dong C(董承);  Yang HW(杨昊玮);  Yang, Zhe;  Cao WJ(曹文健);  Miao ZW(苗振威)   |  收藏  |  浏览/下载：31/0  |  提交时间：2024/06/14 Lithium -ion battery  Epoxy sealant  Shear stiffening gel  Dynamic effect  Failure analysis   An Improved Method for Estimating Earthquake-Induced Permanent Displacement of Bedding Rock Slopes 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2024, 页码: 28 作者:  Liu, Yaqun;  Shen, Hui;  Li, Haibo;  Liu, Bo;  Zhang, Wei   |  收藏  |  浏览/下载：3/0  |  提交时间：2025/06/27 Bedding rock slope  Plane failure  Permanent displacement  Newmark analysis  Seismic stability   Probabilistic stability analysis of a layered slope considering multi-factors in spatially variable soils 期刊论文  OAI收割 NATURAL HAZARDS, 2024, 页码: 30 作者:  Zhang, Wengang;  Ran, Bo;  Gu, Xin;  Sun, Guanhua;  Zou, Yulin   |  收藏  |  浏览/下载：1/0  |  提交时间：2025/06/27 Reliability analysis  Spatial variability  Layered slope  Multiple influential factors  Failure probability   An investigation of discharge control in landslide dam failures utilizing flexible protecting nets 期刊论文  OAI收割 ENGINEERING FAILURE ANALYSIS, 2024, 卷号: 159, 页码: 20 作者:  Ruan, Hechun;  Chen, Huayong;  Chen, Xiaoqing;  Zhao, Wanyu;  Chen, Jiangang   |  收藏  |  浏览/下载：27/0  |  提交时间：2024/05/15 Dam failure  Landslide dams  Discharge control  Flexible protecting net  Failure analysis   Investigation on the failure mechanism of a tunnel entrance high-steep slope with ultra-large wedge blocks based on discrete element method 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2024, 卷号: 166, 页码: 15 作者:  Xu, Huai-sheng;  Li, Shao-jun;  Xu, Ding-ping;  Liu, Xiu-yang;  Xia, Yue-lin   |  收藏  |  浏览/下载：0/0  |  提交时间：2025/06/27 High-steep slope  Fault  Wedge block  Kinematic analysis  Failure mechanism  Discrete element method   Disturbed zone calculation and stability evaluation method of footwall slope with slip-shear failure under excavation 期刊论文  OAI收割 JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2024, 卷号: 31, 期号: 2, 页码: 589-601 作者:  Qin, Hui;  Tang, Hua;  Yin, Xiao-tao;  Cheng, Xu   |  收藏  |  浏览/下载：2/0  |  提交时间：2025/06/27 footwall slope  slip-shear failure  failure mechanism  mechanical truncation method (MTM)  disturbed zone  analysis of stability   Numerical study on undrained multi-directional bearing capacity of hybrid subsea foundation 期刊论文  OAI收割 MARINE GEORESOURCES & GEOTECHNOLOGY, 2023, 页码: 11 作者:  Qi, Zhen;  Lang, Lei;  Wang, Changtao;  Wang, Fengyun;  Wang, Yin   |  收藏  |  浏览/下载：1/0  |  提交时间：2025/06/27 Hybrid subsea foundation  finite element analysis  multi-directional bearing capacity  failure envelope  offshore foundation   Effects of kinematic and inertial interaction on seismic responses of pile-structure system in liquefiable and non-liquefiable deposits 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2023, 卷号: 164, 页码: 16 作者:  Ling, Weiyu   |  收藏  |  浏览/下载：25/0  |  提交时间：2023/12/11 Numerical simulation  Shaking table experiments  Pile foundation  Dynamic interaction  Failure mechanism  Parameter analysis