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浏览/检索结果: 共18条，第1-10条 帮助 限定条件 发表日期：2022     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 Experimental study on the competing effects of strain rate and water weakening on compressive strength of saturated rocks 期刊论文 ENGINEERING GEOLOGY, 2022, 卷号: 310, 页码: 15 作者:  Zhu, Jun;  Deng, Jianhui;  Ma, Yuanjun;  Pak, Ronald Y. S.;  Zhang, Zhenghu 收藏  |  浏览/下载：16/0  |  提交时间：2022/12/28 Strain rate  Compressive strength  Water-weakening  Acoustic emission waveform  Dominant frequency   A Review of Research on Cavity Growth in the Context of Underground Coal Gasification 期刊论文 ENERGIES, 2022, 卷号: 15, 期号: 23, 页码: 21 作者:  Fang, Huijun;  Liu, Yuewu;  Ge, Tengze;  Zheng, Taiyi;  Yu, Yueyu 收藏  |  浏览/下载：16/0  |  提交时间：2023/01/12 underground coal gasification  cavity growth  field test  laboratory experiment  numerical simulation   A Novel Continuous-Discontinuous Multi-Field Numerical Model for Rock Blasting 期刊论文 APPLIED SCIENCES-BASEL, 2022, 卷号: 12, 期号: 21, 页码: 13 作者:  Li, Yunpeng;  Feng C(冯春);  Ding, Chenxi;  Zhang, Yiming 收藏  |  浏览/下载：16/0  |  提交时间：2022/12/20 rock blasting  continuous-discontinuous element method (CDEM)  multi-field coupled processes  dynamic loading  gas permeation  numerical simulations   Experiments and numerical simulations on dynamic crack behavior at the interface of layered brittle material 期刊论文 FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2022, 页码: 13 作者:  Zhou, Jun;  Yue, Zhongwen;  Feng C(冯春);  Wang, Peng;  Yue, Xiaolei 收藏  |  浏览/下载：17/0  |  提交时间：2022/09/27 caustics  continuum-discontinuum element method  drop weight tests  interface crack   Effect of the Fracturing Degree of the Source Rock on Rock Avalanche River-Blocking Behavior Based on the Coupled Eulerian-Lagrangian Technique 期刊论文 MINERALS, 2022, 卷号: 12, 期号: 7, 页码: 22 作者:  Bao, Yiding;  Chen, Jianping;  Zhang, Weifeng;  Li, Yuchao;  Li, Zhihai 收藏  |  浏览/下载：16/0  |  提交时间：2022/10/09 rock avalanche  fracturing degree  landslide river-blocking  numerical simulation  fluid-structure interaction   A simple particle-spring method for capturing the continuous-discontinuous processes of brittle materials 期刊论文 ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2022, 卷号: 139, 页码: 221-231 作者:  Feng, Chun;  Liu, Xinming;  Lin, Qindong;  Li, Shihai 收藏  |  浏览/下载：27/0  |  提交时间：2022/07/18 Particle-spring method  Mixed fracture  Multiple crack propagation  Brittle material   Risk assessment of the crushed rock structure embankments of the Qinghai-Tibet Railway under a warming climate 期刊论文 Cold Regions Science and Technology, 2022, 卷号: 196 作者:  Zhao, Hongting;  Hou, Yandong;  Jiang, Guanli;  Wu, Qingbai 收藏  |  浏览/下载：25/0  |  提交时间：2022/04/21 Climate change  Climate models  Numerical methods  Permafrost  Railroads  Risk assessment  Risk perception  Rocks  Climate warming  Crushed rock  Crushed rock revetment  Crushed rock-based embankment  Crushed-rock embankments  Qinghai Tibet plateau  Qinghai-Tibet Railway  Risks assessments  Rock structures  U-shaped   Failure analysis of water-bearing rock under direct tension using acoustic emission 期刊论文 ENGINEERING GEOLOGY, 2022, 卷号: 299, 页码: 12 作者:  Zhu, Jun;  Deng, Jianhui;  Chen, Fei;  Wang, Fei 收藏  |  浏览/下载：41/0  |  提交时间：2022/09/20 Micro failure  Direct tension  AE parameter  Crack classification  Water-weakening effect   Comprehensive analysis using multiple-integrated techniques on the failure mechanism and dynamic process of a long run-out landslide: Jichang landslide case 期刊论文 NATURAL HAZARDS, 2022, 页码: 19 作者:  Bao, Yiding;  Wang, Hong;  Su, Lijun;  Geng, Dajiang;  Yang, Liang 收藏  |  浏览/下载：22/0  |  提交时间：2022/05/16 Jichang landslide  Failure mechanism  Dynamic process  Numerical simulation   Investigations of mechanical and failure properties of 3D printed columnar jointed rock mass under true triaxial compression with one free face 期刊论文 GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 2022, 卷号: 8, 期号: 1, 页码: 24 作者:  Xia, Yingjie;  Liu, Bingchen;  Zhang, Chuanqing;  Liu, Ning;  Zhou, Hui 收藏  |  浏览/下载：59/0  |  提交时间：2022/02/17 3DP specimen  Columnar jointed rock mass (CJRM)  Failure pattern  Excavation responses  Anisotropy  Acoustic emission