机构

• 武汉岩土力学研究所 [16]

采集方式

• OAI收割 [16]

内容类型

• 期刊论文 [16]

发表日期

• 2023 [16]

学科主题

• Engineeri... [14]
• Geology [5]
• Constructi... [2]
• Mining & M... [2]
• Oceanograp... [2]
• Agricultur... [1]
• 更多

筛选

浏览/检索结果: 共16条，第1-10条 帮助 限定条件 发表日期：2023    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题名升序题名降序作者升序作者降序发表日期升序发表日期降序 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：7/0  |  提交时间：2023/08/02 Liquefaction  reliquefaction  reconsolidation degree  mainshock-aftershock seismic sequence  fabric anisotropy  Discrete Element Method (DEM)   A coupled MPM-DEM method for modelling soil-rock mixtures 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2023, 卷号: 160, 期号: -, 页码: - 作者:  Li, Jianguo;  Wang, Bin;  Wang, Di;  Zhang, Pei;  Vardon, Philip. J.   |  收藏  |  浏览/下载：4/0  |  提交时间：2023/08/02 Material point method  Discrete element method  Binary granular mixture  Soil -rock mixture  Triaxial test   Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression 期刊论文  OAI收割 KSCE JOURNAL OF CIVIL ENGINEERING, 2023, 卷号: 27, 期号: 8, 页码: 3255 作者:  Gao, Zhiao;  Kong, Lingwei;  Zhou, Zhenhua;  Wang, Shuangjiao   |  收藏  |  浏览/下载：10/0  |  提交时间：2023/08/02 Fissures  Uniaxial compression  Stress-strain-resistivity curves  Digital image correlation (DIC)  Damage model   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：5/0  |  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;  Xu, Yan;  Zhang, Zhen;  Ye, Guan-Bao;  Han, Jie   |  收藏  |  浏览/下载：8/0  |  提交时间：2023/08/02 Ground reaction curve  Multiple soil arching  Progressive development  Trapdoor test  Transparent soil   Dynamic Evolution of Cracks in Slag-Modified Soil under Uniaxial Loading Using Real-Time X-Ray Computed Tomography 期刊论文  OAI收割 JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2023, 卷号: 35, 期号: 6 作者:  An, Ran;  Zhang, Xianwei;  Wang, Yixian;  Chen, Cheng;  Chen, Xin   |  收藏  |  浏览/下载：9/0  |  提交时间：2023/08/02 Slag-modified soil (SMA)  Dynamic cracks  Uniaxial loading  X-ray computed tomography (X-CT)  Failure mode   Fracture angle of Hoek-Brown materials 期刊论文  OAI收割 GEOMECHANICS FOR ENERGY AND THE ENVIRONMENT, 2023, 卷号: 34, 期号: -, 页码: - 作者:  Li, Chunguang;  Li, Cuihua   |  收藏  |  浏览/下载：6/0  |  提交时间：2023/08/02 Rock mechanics  Fracture angle  Hoek-Brown criterion  Shear zone   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：24/0  |  提交时间：2023/08/02 Damage constitutive model  Large deformation  Pile-structural soil interface  Ring shear test  Shear rate effect  Shear strength