QQ客服 官方微博 反馈留言

浏览/检索结果: 共5条，第1-5条 帮助 限定条件 专题：武汉岩土力学研究所    第一署名单位    第一作者单位    通讯作者单位     已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序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 A New Rock Brittleness Index Based on the Characteristics of Complete Stress-Strain Behaviors 期刊论文 ROCK MECHANICS AND ROCK ENGINEERING, 2021, 页码: 20 作者:  Kuang, Zhihao;  Qiu, Shili;  Li, Shaojun;  Du, Shihui;  Huang, Yong 收藏  |  浏览/下载：43/0  |  提交时间：2021/05/25 Rock brittleness index  Characteristic stress  Confining pressure effects  Parameter sensitivity analysis  Deeply buried tunnel   Discrete Element Modeling on Mechanical Behavior of Heterogeneous Rock Containing X-Shaped Fissure under Uniaxial Compression 期刊论文 GEOFLUIDS, 2020, 卷号: 2020, 页码: 14 作者:  Chen, Ming;  Liu, Jian;  Xie, Zhengyong;  Liu, Jianjun;  Hu, Xunjian 收藏  |  浏览/下载：56/0  |  提交时间：2021/05/25 Weibull linear parallel bond model (WLPBM) for simulating micro-mechanical characteristics of heterogeneous rocks 期刊论文 ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2019, 卷号: 108, 期号: -, 页码: 82-94 作者:  Li, Huan;  Yang, Chunhe;  Ding, Xiuli;  William, N. T.;  Yin, Hongwu 收藏  |  浏览/下载：25/0  |  提交时间：2020/04/08 Particle flow code  Numerical modeling  Weibull distribution  Homogeneity index   Study of failure and scale effects in rocks under uniaxial compression using 3D cellular automata 期刊论文 INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2009, 卷号: 46, 期号: 4, 页码: 674-685 作者:  Hudson, John A.;  Feng, Xia-Ting;  Pan, Peng-Zhi 收藏  |  浏览/下载：14/0  |  提交时间：2018/06/05 Rock failure process  EPCA(3D)  Scale effects  Complete stress-strain curve  Acoustic emission   Numerical simulations of Class I and Class II uniaxial compression curves using an elasto-plastic cellular automaton and a linear combination of stress and strain as the control method 期刊论文 INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2006, 卷号: 43, 期号: 7, 页码: 1109-1117 作者:  Feng, Xia-Ting;  Pan, Peng-Zhi;  Hudson, J. A. 收藏  |  浏览/下载：18/0  |  提交时间：2018/06/05 Class Ii  Complete Stress-strain Curve  Elasto-plastic  Cellular Automaton  Rock Failure Process