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浏览/检索结果: 共441条，第1-10条 帮助 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 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：59/0  |  提交时间：2023/08/02 True triaxial test  Post-peak properties  Ductile-brittle behaviours  3D stress effects  Quantitative  qualitative evaluation method   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)   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：9/0  |  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：4/0  |  提交时间：2023/08/02 Material point method  Discrete element method  Binary granular mixture  Soil -rock mixture  Triaxial test   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   Shear Failure Mechanisms of Sandstone Subjected to Direct, True Triaxial and Confining Shear Test Conditions 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2023 作者:  Zhao, Jun;  Hu, Liang;  Feng, Xiating;  Xiao, Yaxun;  Guo, Yue   |  收藏  |  浏览/下载：10/0  |  提交时间：2023/08/02 Shear test  Lateral stress  Shear failure mechanism  Acoustic emission characteristics   Full-stage creep model for deeply buried soft rock based on fractional order differential and Perzyna overstress function 期刊论文  OAI收割 MECHANICS OF TIME-DEPENDENT MATERIALS, 2023, 卷号: 27, 期号: 2, 页码: 321 作者:  Yang, Liu;  Zhou, Hui;  Liu, Rongfei;  Yang, Fanjie;  Zhang, Chuanqing   |  收藏  |  浏览/下载：5/0  |  提交时间：2023/08/02 Deeply buried soft rock  Stable creep  Fractional order differential  Fractional exponent  Accelerated creep  Perzyna overstress function   A novel binary-medium breakage model for loess in an acidic aqueous environment 期刊论文  OAI收割 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 卷号: 82, 期号: 6, 页码: - 作者:  Zhang, Yao;  Chen, Chenghao;  Gao, Shuaifeng;  Guo, Shaoqiang;  Li, Ning   |  收藏  |  浏览/下载：7/0  |  提交时间：2023/08/02 Breakage mechanics  Energy equation  Calcareous bond  Structural body  Weak zone   Coupling Deterioration Model of Mechanical Parameters for the Jinping Marble Under Progressive Damage Conditions 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2023, 卷号: 56, 期号: 6, 页码: 3993 作者:  Jiang, Quan;  Liu, Xiaopei;  Li, Shaojun;  Liu, Jian;  Liu, Qiang   |  收藏  |  浏览/下载：9/0  |  提交时间：2023/08/02 Confining pressure function  Evolution models  Coupling deterioration  Interaction matrix  Progressive damage   Study on mechanism and application of PFWD for subgrade quality detection: semi-analytical approach and experiment 期刊论文  OAI收割 ROAD MATERIALS AND PAVEMENT DESIGN, 2023 作者:  Tang, Chuxuan;  Lu, Zheng;  Liu, Guokun;  Yao, Hailin;  Cheng, Ming   |  收藏  |  浏览/下载：9/0  |  提交时间：2023/08/02 PFWD  subgrade quality detection  resilient modulus  field test  semi-analytical approach