QQ客服 官方微博 反馈留言

浏览/检索结果: 共12条，第1-10条 帮助 限定条件 发表日期：2017    内容类型：期刊论文    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 modified true triaxial apparatus for measuring mechanical properties of sandstone coupled with CO2-H2O biphase fluid 期刊论文 GREENHOUSE GASES-SCIENCE AND TECHNOLOGY, 2017, 卷号: 7, 期号: 1, 页码: 78-91 作者:  Liu, Mingze;  Hu, Shaobin;  Li, Xiaochun;  Bai, Bing;  Shi, Lu 收藏  |  浏览/下载：23/0  |  提交时间：2018/06/05 CO2-H2O biphase fluid  true triaxial experiment  mechanical mechanism  effective stress   Failure mechanism of bedded salt formations surrounding salt caverns for underground gas storage 期刊论文 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2017, 卷号: 76, 期号: 4, 页码: 1609-1625 作者:  Zhang, Guimin;  Wang, Lijuan;  Wu, Yu;  Li, Yinping;  Yu, Shiyong 收藏  |  浏览/下载：28/0  |  提交时间：2018/06/05 Failure mechanism  Bedded salt formations  Physical simulation  Numerical analyses  Underground gas storage   Stability Analysis of Prescribed Slip Surfaces Based on a Combination of the Equilibrium Equation and the Critical Unstable Condition 期刊论文 INTERNATIONAL JOURNAL OF GEOMECHANICS, 2017, 卷号: 17, 期号: 12, 页码: - 作者:  Shi, Lu;  Bai, Bing;  Li, Xiaochun 收藏  |  浏览/下载：21/0  |  提交时间：2018/06/05 Slope stability  Factor of safety  Limit equilibrium method  Critical unstable point  Critical unstable condition  Strength-reduction method   A case study of TBM performance prediction using a Chinese rock mass classification system - Hydropower Classification (HC) method 期刊论文 TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 卷号: 65, 页码: 140-154 作者:  Kong, Xiaoxuan;  Liu, Quansheng;  Liu, Jianping;  Pan, Yucong;  Hong, Kairong 收藏  |  浏览/下载：66/0  |  提交时间：2018/06/05 Hydropower Classification method  Tunnel boring machine (TBM)  Performance prediction  Field penetration index (FPI)   Fracture pressure model for inclined wells in layered formations with anisotropic rock strengths 期刊论文 JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2017, 卷号: 149, 页码: 393-408 作者:  Ma, Tianshou;  Zhang, Q. B.;  Chen, Ping;  Yang, Chunhe;  Zhao, J. 收藏  |  浏览/下载：23/0  |  提交时间：2018/06/05 Layered formations  Fracture pressure  Inclined well  Anisotropic tensile strength  Tensile failure criterion   Combined constitutive model for creep and steady flow rate of frozen soil in an unconfined condition 期刊论文 CANADIAN GEOTECHNICAL JOURNAL, 2017, 卷号: 54, 期号: 7, 页码: 907-914 作者:  Wu, Wei;  Xu, Guofang;  Peng, Chong;  Qi, Jilin 收藏  |  浏览/下载：46/0  |  提交时间：2018/06/05 frozen soil  creep  steady flow rate  creep strength  constitutive model   Prediction of the Peak Shear Strength of Sandstone and Mudstone Joints Infilled with High Water-Cement Ratio Grouts 期刊论文 ROCK MECHANICS AND ROCK ENGINEERING, 2017, 卷号: 50, 期号: 8, 页码: 2021-2037 作者:  Ma, Hao;  Liu, Quansheng 收藏  |  浏览/下载：20/0  |  提交时间：2018/06/05 Prediction  Peak shear strength  Infilled rock joints  Grouts  High water-cement ratio  Direct shear tests   Constitutive representation and damage degree index for the layered rock mass excavation response in underground openings 期刊论文 TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 卷号: 64, 页码: 133-145 作者:  Zhang, Chuan-Qing;  Xu, Ding-Ping;  Feng, Xia-Ting;  Chen, Dong-Fang;  Fan, Qi-Xiang 收藏  |  浏览/下载：22/0  |  提交时间：2018/06/05 Elastic plastic model  Damage degree index  Transverse isotropy  Layered rock mass   Bonded-cluster simulation of rock-cutting using PFC2D 期刊论文 CLUSTER COMPUTING-THE JOURNAL OF NETWORKS SOFTWARE TOOLS AND APPLICATIONS, 2017, 卷号: 20, 期号: 2, 页码: 1289-1301 作者:  Tang Liping;  Lv Yanxin;  Li Haibo;  Zhu Xiaohua 收藏  |  浏览/下载：24/0  |  提交时间：2018/06/05 Rock-cutting  Voronoi  cluster  Fracture evolution  Hydrostatic pressure  Fragmentation   Mechanism of Deformation Compatibility and Pile Foundation Optimum for Long-Span Tower Foundation in Flood-Plain Deposit Zone 期刊论文 INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2017, 卷号: 15, 期号: 6A, 页码: 887-894 作者:  Zhou, Huan-lin;  Yuan, Hai-ping;  Zhao, Ping;  Guo, Panpan;  Wang, Yi-xian 收藏  |  浏览/下载：24/0  |  提交时间：2018/06/05 Pile-soil interaction  Deformation compatibility  Settlement  Numerical simulation  Pile foundation optimum