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浏览/检索结果: 共41条，第1-10条 帮助 限定条件 发表日期：2021    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 Mesoscopic study of concrete with random aggregate model using phase field method 期刊论文 CONSTRUCTION AND BUILDING MATERIALS, 2021, 卷号: 310, 页码: 20 作者:  Xia, Yang;  Wu, Wenan;  Yang, Yongtao;  Fu, Xiaodong 收藏  |  浏览/下载：49/0  |  提交时间：2022/01/05 Concrete  Mesoscopic study  Random aggregate model  Failure mechanism  Phase field method   Size dependences of the mechanical behaviors of basalt rock blocks with hidden joints analyzed using a hybrid DFN-FDEM model 期刊论文 ENGINEERING FRACTURE MECHANICS, 2021, 卷号: 258, 页码: 22 作者:  Liu, Zhenjiang;  Wang, Huabin;  Zhang, Chuanqing;  Zhou, Bo;  Zhou, Hui 收藏  |  浏览/下载：33/0  |  提交时间：2022/01/05 Basalt  Hidden joints  Synthetic rock mass method  Mechanical behavior  Size effect   Investigating the Deformation and Failure Mechanism of a Submarine Tunnel with Flexible Joints Subjected to Strike-Slip Faults 期刊论文 JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 卷号: 9, 期号: 12, 页码: 21 作者:  Zhou, Guangxin;  Sheng, Qian;  Cui, Zhen;  Wang, Tianqiang;  Ma, Yalina 收藏  |  浏览/下载：52/0  |  提交时间：2022/02/17 submarine tunnels  strike-slip faults  a tunnel with flexible joints  model test  numerical simulation   Morphological features and fractography analysis for in situ spalling in the China Jinping underground laboratory with a 2400 m burial depth 期刊论文 TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2021, 卷号: 118, 页码: 16 作者:  Jiang, Quan;  Yang, Bing;  Yan, Fei;  Xu, Dingping;  Feng, Guangliang 收藏  |  浏览/下载：43/0  |  提交时间：2022/01/05 Underground engineering  Rock spalling  Surface morphology  Branching criterion  Roughness anisotropy   Mechanism of Rock Bursts Induced by the Synthetic Action of "Roof Bending and Rock Pillar Prying" in Subvertical Extra-Thick Coal Seams 期刊论文 FRONTIERS IN EARTH SCIENCE, 2021, 卷号: 9, 页码: 16 作者:  Wu, Zhenhua;  Pan, Peng-Zhi;  Chen, Jianqiang;  Liu, Xudong;  Miao, Shuting 收藏  |  浏览/下载：38/0  |  提交时间：2022/02/17 rock bursts  subvertical extra-thick coal seams  adjacent coal seams  roof bending  rock pillar prying   An adaptive prediction method for mechanical properties deterioration of sandstone under freeze-thaw cycles: a case study of Yungang Grottoes 期刊论文 HERITAGE SCIENCE, 2021, 卷号: 9, 期号: 1, 页码: 11 作者:  Liu, Chenchen;  Liu, Yibiao;  Ren, Weizhong;  Xu, Wenhui;  Cai, Simin 收藏  |  浏览/下载：54/0  |  提交时间：2022/01/05 Freeze-thaw cycle  Mechanical property parameters  Yungang Grottoes  Gradient boosting decision trees  Sandstone   Material Preparation and Geotechnical Properties of Transparent Cemented Soil for Physical Modeling 期刊论文 FRONTIERS IN MATERIALS, 2021, 卷号: 8, 页码: 18 作者:  Leng, Xianlun;  Wang, Chuan;  Pang, Rong;  Sheng, Qian;  Chen, Jian 收藏  |  浏览/下载：65/0  |  提交时间：2022/02/17 transparent cemented soil  hydrophobic fumed silica powder  fused quartz  preparation method  triaxial shear test  strength characteristics   Investigation on the relationship between CT numbers and marble failure under different confining pressures 期刊论文 REVIEWS ON ADVANCED MATERIALS SCIENCE, 2021, 卷号: 60, 期号: 1, 页码: 846-852 作者:  Yang Yan-Shuang;  Li Kai-Yue;  Zhou Hui;  Tian Hao-Yuan;  Cheng Wei 收藏  |  浏览/下载：23/0  |  提交时间：2022/01/05 CT scan  confining pressure  statistical distri-bution  damage variable   Analysis of Flexural Toppling Failure in Rock Slopes Using Discrete Element Method 期刊论文 FRONTIERS IN EARTH SCIENCE, 2021, 卷号: 9, 页码: 14 作者:  Zheng, Yun;  Wang, Runqing;  Chen, Congxin;  Meng, Fei 收藏  |  浏览/下载：29/0  |  提交时间：2022/01/05 rock slopes  flexural toppling failure  discrete element method  stability analysis  displacement discontinuity   Deformation Development Mechanism in a Loess Slope With Seepage Fissures Subjected to Rainfall and Traffic Load 期刊论文 FRONTIERS IN EARTH SCIENCE, 2021, 卷号: 9, 页码: 15 作者:  Leng, Xianlun;  Wang, Chuan;  Zhang, Juan;  Sheng, Qian;  Cao, Shengliang 收藏  |  浏览/下载：49/0  |  提交时间：2022/01/05 fissured loess slope  hydraulic-mechanical property  seepage fissure  deformation development mechanism  stabilisation treatment  landslide hazard