机构

• 武汉岩土力学研究所 [15]
• 地质与地球物理研究所 [5]
• 力学研究所 [2]
• 金属研究所 [2]
• 地理科学与资源研究所 [2]
• 成都山地灾害与环境研... [2]
• 更多

采集方式

• OAI收割 [33]

内容类型

• 期刊论文 [33]

发表日期

• 2025 [1]
• 2023 [5]
• 2022 [1]
• 2021 [5]
• 2020 [6]
• 2019 [7]
• 更多

学科主题

• Engineerin... [6]
• Geology [3]
• Plant Scie... [1]

筛选

浏览/检索结果: 共33条，第1-10条 帮助 条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择题名升序题名降序提交时间升序提交时间降序作者升序作者降序发表日期升序发表日期降序 Thermo-mechanically coupled compatibility conditions in orthogonal curvilinear coordinates: equivalent temperature variation of initially stressed elastomers 期刊论文  OAI收割 APPLIED MATHEMATICS AND MECHANICS, 2025, 卷号: 46, 期号: 3, 页码: 423-446 作者:  Zhang MR(张梦茹);  Xu MZ(徐明珠);  Chen WT(陈纬庭);  Zhao YP(赵亚溥)   |  收藏  |  浏览/下载：7/0  |  提交时间：2025/03/19 initial stress  compatibility condition  thermal effect  orthogonal curvilinear coordinate  Cesaro-Volterra path integral   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：15/0  |  提交时间：2023/08/02 Granite residual soil  Accumulated plastic deformation  Initial shearing  Unloading  Stress path  Cyclic loading   Effect of stress path on the mechanical properties of calcareous sand 期刊论文  OAI收割 UNDERGROUND SPACE, 2023, 卷号: 9, 期号: -, 页码: 20 作者:  Wei, Houzhen;  Liu, Hao;  Li, Xiaoxiao;  Tao, Zhao;  Wu, Yongjie   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/08/02 Calcareous sand  Triaxial test  Stress path  Particle breakage   Excavation Stress Path Induced Fracturing Mechanism of Hard Rock in Deep Tunnel 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: 56, 期号: 3, 页码: 1779 作者:  Gu, Liangjie;  Feng, Xia-Ting;  Kong, Rui;  Yang, Chengxiang;  Han, Qiang   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/08/02 Deep hard rock tunnel  Excavation stress path  Risk fracture zone  Fracture mechanism  Energy characteristics   Experimental Study of Hollow-cylinder Sandstone Under Constant Mean Stress Considering the Rotation of Principal Stress Axes 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: -, 期号: -, 页码: - 作者:  Jiang, Yue;  Zhou, Hui;  Lu, Jingjing;  Gao, Yang   |  收藏  |  浏览/下载：11/0  |  提交时间：2023/08/02 Constant mean stress test  Principal stress axes rotation  Hollow-cylinder sandstone  Complex stress path  Mechanical properties   Accumulated plastic strain behavior of granite residual soil under traffic loading 期刊论文  OAI收割 SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 卷号: 164, 期号: -, 页码: - 作者:  Yin, Song;  Liu, Pengfei;  Kong, Lingwei;  Zhang, Xianwei;  Qi, Yujie   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/08/02 Accumulated plastic strain  Hollow cylinder apparatus  Stress path  Accumulated plastic strain model  Principal stress rotation  Water softening characteristics   Effects of Three-Dimensional Cyclic Stresses on Permanent Deformation of Natural Undisturbed Clay 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 卷号: 22, 期号: 12 作者:  Liu, Bingheng;  Kong, Lingwei;  Xu, Guofang;  Sun, Zhiliang   |  收藏  |  浏览/下载：11/0  |  提交时间：2023/08/02 Natural undisturbed clay  Permanent deformation  Three-dimensional cyclic stresses  True triaxial tests  Coefficient of intermediate principal stress  Stress path   The Effect of Perforation Spacing on the Variation of Stress Shadow 期刊论文  OAI收割 ENERGIES, 2021, 卷号: 14, 期号: 13, 页码: 16 作者:  Han, Weige;  Cui, Zhendong;  Zhu, Zhengguo   |  收藏  |  浏览/下载：48/0  |  提交时间：2021/10/25 hydraulic fracturing  perforation spacing  stress shadow  fracture path  extended finite element method (XFEM)   Stress-Strain Strength Characteristics of Undisturbed Granite Residual Soil Considering Different Patterns of Variation of Mean Effective Stress 期刊论文  OAI收割 APPLIED SCIENCES-BASEL, 2021, 卷号: 11, 期号: 4, 页码: 16 作者:  Shu, Rongjun;  Kong, Lingwei;  Liu, Bingheng;  Wang, Juntao   |  收藏  |  浏览/下载：46/0  |  提交时间：2021/05/25 undisturbed granite residual soil  stress–  strain strength  ductility  stiffness  stress path  mean effective stress   Excavation-induced deformation and damage evolution of deep tunnels based on a realistic stress path 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2021, 卷号: 129, 页码: 15 作者:  Sun, Qihao;  Ma, Fengshan;  Guo, Jie;  Zhao, Haijun;  Li, Guang   |  收藏  |  浏览/下载：39/0  |  提交时间：2021/09/29 Tunnel excavation  Stress path  Excavation damaged zone  Numerical modelling  UDEC  Support