机构

• 武汉岩土力学研究所 [30]

采集方式

• OAI收割 [30]

内容类型

• 期刊论文 [29]
• 会议论文 [1]

发表日期

• 2023 [6]
• 2022 [4]
• 2021 [5]
• 2020 [4]
• 2019 [5]
• 2018 [4]
• 更多

学科主题

• Geology [5]
• Engineerin... [4]
• Computer S... [2]
• Mathematic... [2]
• Mechanics [1]

筛选

浏览/检索结果: 共30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 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   The deformation evolution law and stability evaluation of the high-filled slope in the cutting hills to backfill ditches project 期刊论文  OAI收割 FRONTIERS IN EARTH SCIENCE, 2023, 卷号: 11, 期号: -, 页码: - 作者:  Hu, Jun;  Yuan, Wei;  Fu, Xiaodong;  Zhang, Zhenping;  Zhou, Yongqiang   |  收藏  |  浏览/下载：6/0  |  提交时间：2023/08/02 cutting hills to backfill ditches  high-filled slope  soil-rock mixture  deformation  stability  monitor   Stability evaluation of the high fill deposit slope subjected to rainfall considering water deterioration 期刊论文  OAI收割 BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 卷号: 82, 期号: 3, 页码: - 作者:  Zhang, Zhenping   |  收藏  |  浏览/下载：6/0  |  提交时间：2023/08/02 Slope stability  Soil-rock mixture  Rainfall type  Water deterioration  Limit equilibrium method   Investigation of the effective hydro-mechanical properties of soil-rock mixtures using the multiscale numerical manifold model 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2023, 卷号: 155 作者:  Wu, Wenan   |  收藏  |  浏览/下载：9/0  |  提交时间：2023/08/02 Effective hydro-mechanical properties  Multiscale theory  Numerical Manifold Method (NMM)  Soil-Rock Mixtures (SRMs)   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：7/0  |  提交时间：2023/08/02 soil-rock mixture  fractal dimension  mechanical behavior  large-scale triaxial test  structural characteristic   Simulation of unconfined seepage in soil-rock mixture slope by virtual element method 期刊论文  OAI收割 JOURNAL OF MECHANICS, 2023, 卷号: 39, 期号: -, 页码: 145 作者:  Sun, Yinghao;  Yi, Qi;  Wang, Jiao;  Sun, Guanhua;  Lin, Shan   |  收藏  |  浏览/下载：4/0  |  提交时间：2023/08/02 virtual element method  unconfined seepage  soil-rock mixture   Evaluation of hydro-mechano-chemical behaviour of bentonite-sand mixtures 期刊论文  OAI收割 JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2022, 卷号: 14, 期号: 2, 页码: 637 作者:  Sun, Wenjing;  Liu, Cheng;  Yang, Diansen;  Sun, Dean   |  收藏  |  浏览/下载：6/0  |  提交时间：2023/08/02 Bentonite-sand mixture  Hydro-mechano-chemical (HMC) behaviour  Salt solution  True effective stress   Shear Strength Characteristics of Clay-Gravel Layer and Its Slope Failure Law and Mechanism 期刊论文  OAI收割 FRONTIERS IN EARTH SCIENCE, 2022, 卷号: 10 作者:  Dai, Zhangjun;  Huang, Kang;  Jiang, Lingfa;  Li, Jian;  Yu, Fei   |  收藏  |  浏览/下载：5/0  |  提交时间：2023/08/02 clay-gravel layer  shear zone  shear strength  slope erosion  failure mechanism   Fractal Analysis of Particle Distribution and Scale Effect in a Soil-Rock Mixture 期刊论文  OAI收割 FRACTAL AND FRACTIONAL, 2022, 卷号: 6, 期号: 2, 页码: - 作者:  Fu, Xiaodong;  Ding, Haifeng;  Sheng, Qian;  Zhang, Zhenping;  Yin, Dawei   |  收藏  |  浏览/下载：3/0  |  提交时间：2023/08/02 soil-rock mixture  fractal theory  particle distribution  scale effect  discrete element model   Optimization of the Physical and Mechanical Properties of Grouting Material for Non-Soil-Squeezing PHC Pipe Pile 期刊论文  OAI收割 CRYSTALS, 2022, 卷号: 12, 期号: 1, 页码: 21 作者:  Hou, Zhenkun;  Tang, Mengxiong   |  收藏  |  浏览/下载：20/0  |  提交时间：2022/04/11 non-soil-squeezing PHC pipe pile  grouting material  orthogonal test  optimal ratio  physical and mechanical parameters  variance analysis and range analysis