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浏览/检索结果: 共6条，第1-6条 帮助 限定条件 内容类型：会议论文     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 classification and description method for carbonate reservoir mechanical properties based on the Hoek-Brown criterion 会议论文 53rd U.S. Rock Mechanics/Geomechanics Symposium, Brooklyn, NY, United states, 2019-06-23 - 收藏  |  浏览/下载：8/0  |  提交时间：2020/01/03 Post-peak stress-stain relations of rock mass considering elasto-plastic coupling based on strain-softening model 会议论文 5th International Conference on Civil Engineering and Transportation (ICCET), NOV 28-29, 2015 作者:  Han, Jianxin;  Chen, Fuming;  Wang, Lei;  Jiang, Bei;  Zheng, Chunmei 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/31 elasto-plastic coupling  Hoek-Brown failure criterion  strain-softening  strength parameters   Study on the value range of horizontal ground stress in initial geostress field based on the Generalized Hoek - Brown criterion 会议论文 Haikou, PEOPLES R CHINA, MAY 24-25, 2014 作者:  Ou, Zhe;  Chen, Congxin;  Fu, Hua;  Zhou, Yichao 收藏  |  浏览/下载：15/0  |  提交时间：2018/06/05 Generalized Hoek-Brown criterion  initial geostress field  horizontal ground stress  calculation model of value range   The new algorithm of obtaining shear strength of rock mass based on nonlinear equation proposed by E. Hoek and its application to engineering 会议论文 Tongji Univ, Shanghai, PEOPLES R CHINA, JUN 18-20, 2013 作者:  Xia, Kaizong;  Chen, Congxin;  Liu, Xiumin;  Zheng, Yun;  Zhou, Yichao 收藏  |  浏览/下载：10/0  |  提交时间：2018/06/05 Post-peak Stress-strain Relationship of Rock Mass Based on Hoek-Brown Strength Criterion 会议论文 International Conference on Structural Computation and Geotechnical Mechanics (SCGM), MAR 24-25, 2012 作者:  Han Jianxin;  Li Shucai;  Li Shuchen;  Wang Lei 收藏  |  浏览/下载：5/0  |  提交时间：2019/12/31 Hoek-Brown strength criterion  strength parameter evolution  strain-softening  post-peak  stress-strain relationship  rock mass   基于Hoek-Brown准则的深埋硐室围岩塑性区分析 会议论文 广州, 0000-00-00 00:00:00 作者:  程桦;  蔡海兵 收藏  |  浏览/下载：2/0  |  提交时间：2019/04/22 Hock-  Brown  criterion  deep  underground  chamber  surrounding  rock  mass  plastic  zone