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浏览/检索结果: 共86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 Ductile-brittle quantitative evaluation of rock based on post-peak properties under true triaxial stress 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:  Zheng, Zhi;  Zheng, Hong;  Zhao, Jun;  Liu, Zaobao;  Feng, Guangliang   |  收藏  |  浏览/下载：96/0  |  提交时间：2023/08/02 True triaxial test  Post-peak properties  Ductile-brittle behaviours  3D stress effects  Quantitative  qualitative evaluation method   Elastoplastic Damage Behavior of Rocks: A Case Study of Sandstone and Salt Rock 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: 56, 期号: 8, 页码: 5621 作者:  Chen, Xiangsheng;  Li, Yinping;  Tong, Lihong;  Geng, Daxin;  Dong, Zhikai   |  收藏  |  浏览/下载：22/0  |  提交时间：2023/08/02 Rock mechanics  Salt rock  Sandstone  Damage evolution  Triaxial compression test   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：7/0  |  提交时间：2023/08/02 Material point method  Discrete element method  Binary granular mixture  Soil -rock mixture  Triaxial test   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   Mechanical behaviors of coral sand and relationship between particle breakage and plastic work 期刊论文  OAI收割 ENGINEERING GEOLOGY, 2023, 卷号: 316 作者:  Gao, Ran;  Ye, Jianhong   |  收藏  |  浏览/下载：15/0  |  提交时间：2023/08/02 Coral calcareous sand  Triaxial test with conventional and high  confining pressure  Critical state  Particle breakage  Plastic work  Breakage index   The Influence of the Fractal Dimension on the Mechanical Behaviors of the Soil-Rock Mixture: A Case Study from Southwest China 期刊论文  OAI收割 FRACTAL AND FRACTIONAL, 2023, 卷号: 7, 期号: 2, 页码: - 作者:  Zhang, Zhenping;  Fu, Xiaodong;  Yuan, Wei;  Sheng, Qian;  Chai, Shaobo   |  收藏  |  浏览/下载：17/0  |  提交时间：2023/08/02 soil-rock mixture  fractal dimension  mechanical behavior  large-scale triaxial test  structural characteristic   Hydro-mechanical coupling characteristics and damage constitutive model of low-permeability granite under triaxial compression 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2023, 卷号: 32, 期号: 2, 页码: 235 作者:  Zheng, Zhi;  Xu, Hongyu;  Wang, Wei;  Mei, Guoxiong;  Liu, Zaobao   |  收藏  |  浏览/下载：80/0  |  提交时间：2023/08/02 Triaxial compression test  permeability  hydro-mechanical coupling  damage constitutive model  compaction effect   True triaxial test and PFC3D-GBM simulation study on mechanical properties and fracture evolution mechanisms of rock under high stresses 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2023, 卷号: 154, 期号: -, 页码: - 作者:  Zheng, Zhi;  Tang, Hao;  Zhang, Qiang;  Pan, Pengzhi;  Zhang, Xiwei   |  收藏  |  浏览/下载：86/0  |  提交时间：2023/08/02 True triaxial test  3D grain -based model  Macro  and micro -fracture characteristics  Tensile -shear fracture mechanisms  Fracture evolution processes  B -value precursor analysis   Excess pore water pressure behavior of saturated soft clay under cyclic confining pressure with different frequencies 期刊论文  OAI收割 FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 10, 期号: -, 页码: - 作者:  Huang, Juehao;  Hu, Jun;  Wang, Hongchao;  Chen, Jian;  Liu, Shuai   |  收藏  |  浏览/下载：16/0  |  提交时间：2023/08/02 saturated soft clay  cyclic triaxial test  cyclic confining pressure  frequency  excess pore water pressure   Displacement response characteristics of different sand tunnel excavation faces under true triaxial loading 期刊论文  OAI收割 FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 10, 页码: 16 作者:  Li, Erchao;  Gao, Quanchen;  Li, Xiao;  Mao, Tianqiao;  Zheng, Bo   |  收藏  |  浏览/下载：22/0  |  提交时间：2023/03/30 full-section tunnel  true triaxial loading  model test  stratum deformation  displacement vector  excavation face displacement model