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浏览/检索结果: 共233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 Experimental investigation and limit analysis of shield tunnel face failure mechanism in sand 期刊论文  OAI收割 UNDERGROUND SPACE, 2025, 卷号: 22, 页码: 137-152 作者:  Huo, Mengzhe;  Chen, Weizhong   |  收藏  |  浏览/下载：2/0  |  提交时间：2025/06/27 EPBS tunneling  Model test  Ground collapse  Tunnel face stability  Rotational failure mechanism   Terrestrial ecosystem resilience to drought stress and driving mechanisms thereof in the Yellow River Basin, China 期刊论文  OAI收割 JOURNAL OF HYDROLOGY, 2025, 卷号: 649, 页码: 12 作者:  Zhu, Xueying;  Huang, Shengzhi;  Singh, Vijay P.;  Huang, Qiang;  Zhang, Hongbo   |  收藏  |  浏览/下载：16/0  |  提交时间：2025/03/31 Drought stability  Drought resistance  Drought recovery  Drought resilience  Random forest  Structural equation model   Effect of lateral pressure on the stability of inclined layered rock tunnel: A 3D-printed model investigation by cement-based materials 期刊论文  OAI收割 CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 卷号: 21, 页码: 11 作者:  Liu, Xufeng;  Pan, Peng-Zhi;  Su, Haijian;  Xu, Dingping;  Wang, Zhaofeng   |  收藏  |  浏览/下载：3/0  |  提交时间：2025/06/27 Inclined bedding tunnel  Stability analysis  Lateral pressure coefficient  3D-printed model   A Modified Method for Evaluating the Stability of the Finite Slope during Intense Rainfall 期刊论文  OAI收割 WATER, 2024, 卷号: 16, 期号: 20, 页码: 18 作者:  Wei, Xiaoyang;  Ren, Weizhong;  Xu, Wenhui;  Cai, Simin;  Li, Longwei   |  收藏  |  浏览/下载：2/0  |  提交时间：2025/06/27 Green-Ampt model  rainfall infiltration  finite slope  stability analysis  landslide   Laboratory experimental study of the forming and failure mechanisms of soil arching during EPBS tunnelling in sand 期刊论文  OAI收割 ENGINEERING FAILURE ANALYSIS, 2024, 卷号: 163, 页码: 14 作者:  Li, Yunfa;  Wu, Guojun;  Chen, Weizhong;  Yuan, Jingqiang;  Huo, Mengzhe   |  收藏  |  浏览/下载：2/0  |  提交时间：2025/06/27 Shield tunnel model tests  EPBS tunnelling  Face stability  Arching effect  Ground collapse   A vector sum analysis method for stability evolution of expansive soil slope considering shear zone damage softening 期刊论文  OAI收割 JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2024, 卷号: 16, 期号: 9, 页码: 3746-3759 作者:     |  收藏  |  浏览/下载：3/0  |  提交时间：2025/06/27 Expansive soil slope  Stability analysis  Ring shear test  Vector sum method  Damage model  Strain softening   Research on 3D Geological and Numerical Unified Model of in Mining Slope Based on Multi-Source Data 期刊论文  OAI收割 WATER, 2024, 卷号: 16, 期号: 17, 页码: 16 作者:  Huang, Juehao;  Fang, Yuwei;  Wang, Chao;  Zhang, Zhihui;  Li, Yinan   |  收藏  |  浏览/下载：3/0  |  提交时间：2025/06/27 mining engineering  3D geological model  numerical model  coupled modeling approach  stability analysis   Stability of the horizontal salt cavern used for different energy storage under varying geological conditions 期刊论文  OAI收割 JOURNAL OF ENERGY STORAGE, 2024, 卷号: 84, 页码: 13 作者:  Wang, Tongtao;  Ding, Zhekang;  He, Tao;  Xie, Dongzhou;  Liao, Youqiang   |  收藏  |  浏览/下载：2/0  |  提交时间：2025/06/27 Horizontal salt cavern underground energy  storage  Injection and extraction gas frequency  Creep model  Stability evaluation  Geological conditions optimal selection   Development of an integrated model for assessing landslide susceptibility on vegetated slopes under random rainfall scenarios 期刊论文  OAI收割 ECOLOGICAL ENGINEERING, 2024, 卷号: 199, 页码: 18 作者:  Jiang, Hu;  Zou, Qiang;  Jiang, Yao;  Zhou, Bin;  Yao, Hongkun   |  收藏  |  浏览/下载：46/0  |  提交时间：2024/03/25 Landslides  Susceptibility  Slope stability  Infinite slope model  Qinghai -Tibet plateau   Feasibility analysis on the utilization of TWH-caverns with sediment space for gas storage: A case study of Sanshui salt mine 期刊论文  OAI收割 JOURNAL OF ENERGY STORAGE, 2024, 卷号: 75, 页码: 20 作者:  Liu, Wei;  Du, Jinwu;  Li, Qihang;  Shi, Xilin;  Chen, Jie   |  收藏  |  浏览/下载：2/0  |  提交时间：2025/06/27 Salt cavern energy storage  Physical model experiment  Numerical simulation  Insoluble sediment  Stability assessment