机构

• 武汉岩土力学研究所 [20]
• 地质与地球物理研究所 [6]
• 地理科学与资源研究所 [1]

采集方式

• OAI收割 [27]

内容类型

• 期刊论文 [24]
• 会议论文 [3]

发表日期

• 2022 [2]
• 2021 [2]
• 2020 [4]
• 2019 [1]
• 2018 [3]
• 2017 [1]
• 更多

学科主题

筛选

浏览/检索结果: 共27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 UDEC Modelling on Dynamic Response of Rock Masses with Joint Stiffness Weakening Attributed to Particle Crushing of Granular Fillings 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2022, 页码: 19 作者:  Du, Jiahu;  Huang, Xiaolin;  Yang, Guoxiang;  Xue, Lei;  Wu, Bangbiao   |  收藏  |  浏览/下载：33/0  |  提交时间：2023/03/31 Rock mass  Dynamic response  Filled joint  Particle crushing  Stiffness weakening  UDEC modelling   Experimental and numerical study of the mechanism of block-flexure toppling failure in rock slopes 期刊论文  OAI收割 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2022, 卷号: 81, 期号: 1, 页码: 15 作者:  Zhang, Haina;  Xu, Xinyang;  Zheng, Yun;  Li, Huan;  Guo, Haosen   |  收藏  |  浏览/下载：36/0  |  提交时间：2022/02/17 Rock slope  Block-flexure toppling failure  Centrifuge model  Failure surface  UDEC   Excavation-induced deformation and damage evolution of deep tunnels based on a realistic stress path 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2021, 卷号: 129, 页码: 15 作者:  Sun, Qihao;  Ma, Fengshan;  Guo, Jie;  Zhao, Haijun;  Li, Guang   |  收藏  |  浏览/下载：39/0  |  提交时间：2021/09/29 Tunnel excavation  Stress path  Excavation damaged zone  Numerical modelling  UDEC  Support   An advanced grain-based model to characterize mechanical behaviors of crystalline rocks with different weathering degrees 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2021, 卷号: 280, 页码: 14 作者:  Huang, Xiaolin;  Qi, Shengwen;  Zheng, Bowen;  Liang, Ning;  Li, Lihui   |  收藏  |  浏览/下载：28/0  |  提交时间：2021/10/09 Crystalline rocks  Mechanical characteristics  Weathering-induced weakening  Advanced grain-based model  Microstructure  UDEC   Compression-Induced Tensile Mechanical Behaviors of the Crystalline Rock under Dynamic Loads 期刊论文  OAI收割 MATERIALS, 2020, 卷号: 13, 期号: 22, 页码: 17 作者:     |  收藏  |  浏览/下载：65/0  |  提交时间：2021/09/29 crystalline rock  compression-induced tensile behavior  dynamic load  microstructure  grain heterogeneity  grain-based model  UDEC   Deformation Failure Mechanism of Deep Vertical Shaft in Jinchuan Mining Area 期刊论文  OAI收割 SUSTAINABILITY, 2020, 卷号: 12, 期号: 6, 页码: 23 作者:  Sun, Qihao;  Ma, Fengshan;  Guo, Jie;  Li, Guang;  Feng, Xuelei   |  收藏  |  浏览/下载：153/0  |  提交时间：2020/05/18 metal mine  vertical shaft  failure mechanism  fault activation  UDEC   Factors Controlling the Difference in Brazilian and Direct Tensile Strengths of the Lac du Bonnet Granite 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2020, 卷号: 53, 期号: 3, 页码: 1005-1019 作者:  Qi, Shengwen;  Lan, Hengxing;  Martin, Derek;  Huang, Xiaolin   |  收藏  |  浏览/下载：111/0  |  提交时间：2020/05/18 Brazilian tension strength  Direct tension strength  Grain-based model  UDEC  Ratio of the shear to normal stiffness  Lac du Bonnet granite   Factors Controlling the Difference in Brazilian and Direct Tensile Strengths of the Lac du Bonnet Granite 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2020, 卷号: 53, 期号: 3, 页码: 1005-1019 作者:  Qi, Shengwen;  Lan, Hengxing;  Martin, Derek;  Huang, Xiaolin   |  收藏  |  浏览/下载：47/0  |  提交时间：2020/05/19 Brazilian tension strength  Direct tension strength  Grain-based model  UDEC  Ratio of the shear to normal stiffness  Lac du Bonnet granite   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   Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2018, 卷号: 237, 页码: 116-128 作者:  Zheng, Yun;  Chen, Congxin;  Liu, Tingting;  Zhang, Haina;  Xia, Kaizong   |  收藏  |  浏览/下载：65/0  |  提交时间：2018/06/05 Slope stability analyses  Anti-inclined rock slope  Flexural toppling  UDEC Trigon approach  Limit equilibrium method