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• 武汉岩土力学研究... [200]

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• 期刊论文 [184]
• 会议论文 [16]

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浏览/检索结果: 共200条，第1-10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     条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择提交时间升序提交时间降序发表日期升序发表日期降序题名升序题名降序作者升序作者降序 The effect of flaw geometry and infilling on crack initiation, propagation, and coalescence of a parallel flaw pair in marble 期刊论文  OAI收割 GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 2023, 卷号: 9, 期号: 1 作者:  Miao, Shuting;  Pan, Peng-Zhi;  Wang, Zhaofeng;  Hou, Wenbo;  Li, Yuxin   |  收藏  |  浏览/下载：28/0  |  提交时间：2023/08/02 Infilled flaw  Cracking behavior  Coalescence pattern  Digital image correlation   Effect of Bi-modulus characteristic on the Brazilian disc test: Insights from numerical study 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2023, 卷号: 169 作者:  Wang, Tianmin;  Ye, Jianhong;  Zhu, Changqi   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/08/02 Bi-modulus materials  Constitutive model  Brazilian splitting test  Measurement method  Tensile elastic modulus  FssiCAS software   3D DEM Simulation on the Reliquefaction Behavior of Sand Considering the Effect of Reconsolidation Degree 期刊论文  OAI收割 JOURNAL OF EARTHQUAKE ENGINEERING, 2023, 卷号: 27, 期号: 11, 页码: 2919 作者:  Zhao, Teng;  Ye, Jianhong   |  收藏  |  浏览/下载：6/0  |  提交时间：2023/08/02 Liquefaction  reliquefaction  reconsolidation degree  mainshock-aftershock seismic sequence  fabric anisotropy  Discrete Element Method (DEM)   Accumulated plastic deformation behavior of granite residual soil under cyclic loading considering the influence of initial unloading 期刊论文  OAI收割 TRANSPORTATION GEOTECHNICS, 2023, 卷号: 41, 期号: -, 页码: - 作者:  Shu, Rongjun;  Kong, Lingwei;  Li, Tianguo;  Jian, Tao;  Zhou, Zhenhua   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 Granite residual soil  Accumulated plastic deformation  Initial shearing  Unloading  Stress path  Cyclic loading   Nonlinear decay behavior of small strain dynamic shear modulus of lime-treated expansive soil 期刊论文  OAI收割 JOURNAL OF SOILS AND SEDIMENTS, 2023 作者:  Yan, Junbiao;  Li, Tianguo;  Kong, Lingwei;  Luo, Xiaoqian;  Zhou, Zhenhua   |  收藏  |  浏览/下载：4/0  |  提交时间：2023/08/02 Expansive soil  Lime treatment  Small strain dynamic shear modulus  Resonance column test  Soil dynamics   Progressive development of soil arching based on multiple-trapdoor tests 期刊论文  OAI收割 ACTA GEOTECHNICA, 2023, 卷号: 18, 期号: 6, 页码: 3061 作者:  Tao, Feng-Juan   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/08/02 Ground reaction curve  Multiple soil arching  Progressive development  Trapdoor test  Transparent soil   Effect of horizontal stress on the mesoscopic deformation and failure mechanism of layered surrounding rock masses in tunnels 期刊论文  OAI收割 ENGINEERING FAILURE ANALYSIS, 2023, 卷号: 148, 期号: -, 页码: - 作者:  Tian, Yun;  Shu, Xiaoyun;  Tian, Hongming;  He, Linkai   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 Layered rock tunnels  3D printed rock -like materials  Digital imaging correlation  Physical and numerical simulations  Asymmetric deformation  Failure mechanism  Yielding support and active reinforcement   Damage analysis of shear mechanical behavior of pile-structural soil interface considering shear rate effect 期刊论文  OAI收割 ACTA GEOTECHNICA, 2023 作者:  Yan, Junbiao;  Kong, Lingwei;  Xiong, Chunfa;  Xu, Guofang   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 Damage constitutive model  Large deformation  Pile-structural soil interface  Ring shear test  Shear rate effect  Shear strength   Mechanical behaviour of rock containing a persistent joint under uniaxial compression at different strain rates 期刊论文  OAI收割 EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2023 作者:  Zhao, Wusheng;  Xie, Peiyao;  Chen, Weizhong;  Gao, Hou   |  收藏  |  浏览/下载：5/0  |  提交时间：2023/08/02 Strain rate  rock joint  fracture  stiffness  failure pattern   Effect of particle size and particle distribution pattern on dynamic behavior of cemented calcareous sand 期刊论文  OAI收割 MARINE GEORESOURCES & GEOTECHNOLOGY, 2023, 卷号: 41, 期号: 4, 页码: 412 作者:  Chen, Xiang;  Xu, Dongsheng;  Shen, Jianhua;  Wei, Houzhen;  Wang, Ren   |  收藏  |  浏览/下载：4/0  |  提交时间：2023/08/02 Calcareous sand  particle size  particle distribution pattern  cement mortar  dynamic behavior