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• 武汉岩土力学研究所 [21]
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• 地质与地球物理研究所 [5]
• 力学研究所 [2]
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• OAI收割 [35]
• iSwitch采集 [2]

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• 期刊论文 [32]
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• 2026 [2]
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• Engineerin... [1]
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筛选

浏览/检索结果: 共37条，第1-10条 帮助 条数/页： 5101520253035404550556065707580859095100 排序方式： 请选择发表日期升序发表日期降序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 Cumulative impact forces of rock avalanches on bridge piers: role of particle-size distribution and impulse overlap 期刊论文  OAI收割 LANDSLIDES, 2026, 页码: 17 作者:  Guo, Liping;  He, Siming;  Jin, Yuntao;  Yu, Xiao;  Lei, Yuhang   |  收藏  |  浏览/下载：5/0  |  提交时间：2026/05/11 Rock avalanche impact  Bridge pier  Particle-size distribution  Impulse overlap  Dynamic shear capacity   Investigation on particle segregation mechanisms in rock-ice avalanches: Influence of size, density and frictional contrast 期刊论文  OAI收割 POWDER TECHNOLOGY, 2026, 卷号: 469, 页码: 9 作者:     |  收藏  |  浏览/下载：10/0  |  提交时间：2025/12/22 Rock-ice avalanches  Particle segregation  Size effect  Density effect  Friction effect  Competition-synergy mechanism   Rock strength weakening subject to principal stress rotation: Experimental and numerical investigations 期刊论文  OAI收割 JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2024, 卷号: 16, 期号: 9, 页码: 3544-3557 作者:  Liu, Huandui;  Wang, Guibin;  Yang, Chunhe;  Zhang, Junyue;  Chen, Shiwan   |  收藏  |  浏览/下载：32/0  |  提交时间：2025/06/27 China  Principal stress rotation (PSR)  Fracture mechanics  Hollow cylinder torsional apparatus for rock  (HCAR)  Particle flow method  Rock strength   Material characteristic-controlled particle segregation in rock-ice avalanche 期刊论文  OAI收割 COMPUTERS AND GEOTECHNICS, 2024, 卷号: 171, 页码: 10 作者:  Zhu, Yuanjia;  Jiang, Yuanjun;  Liu, Yutong;  Xie, Qijun;  Hu, Xiaobo   |  收藏  |  浏览/下载：71/0  |  提交时间：2024/06/18 Rock -ice avalanches  Particle segregation  Density  Friction  Ice volume fraction   UDEC Modelling on Dynamic Response of Rock Masses with Joint Stiffness Weakening Attributed to Particle Crushing of Granular Fillings 期刊论文  OAI收割 ROCK MECHANICS AND ROCK ENGINEERING, 2022, 页码: 19 作者:  Du, Jiahu;  Huang, Xiaolin;  Yang, Guoxiang;  Xue, Lei;  Wu, Bangbiao   |  收藏  |  浏览/下载：61/0  |  提交时间：2023/03/31 Rock mass  Dynamic response  Filled joint  Particle crushing  Stiffness weakening  UDEC modelling   Influence of mineral mesoscopic structure on rock dynamic fragmentation under compression 期刊论文  OAI收割 GEOTECHNIQUE LETTERS, 2022, 卷号: 12, 期号: 3 作者:  Ju, M.;  Hao, Y.;  Guo, Z.;  Xing, H.   |  收藏  |  浏览/下载：38/0  |  提交时间：2023/08/02 Rock Particle  Rocks  Rock Mechanics  Rock Fragmentation  Dynamic Loading  Granite   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：41/0  |  提交时间：2023/08/02 soil-rock mixture  fractal theory  particle distribution  scale effect  discrete element model   Modeling study of cumulative damage effects and safety criterion of surrounding rock under multiple full-face blasting of a large cross-section tunnel 期刊论文  OAI收割 INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2021, 卷号: 147, 页码: 13 作者:  Ji, Ling;  Zhou, Chuanbo;  Lu, Shiwei;  Jiang, Nan   |  收藏  |  浏览/下载：83/0  |  提交时间：2022/01/05 Large cross-section tunnel  Surrounding rock  Multiple full-face blasting  Cumulative damage effects  Peak particle velocity   A modeling study of the micro-cracking behavior of brittle crystalline rocks under uniaxial loading considering different scenarios of grain-based models 期刊论文  OAI收割 ARABIAN JOURNAL OF GEOSCIENCES, 2021, 卷号: 14, 期号: 4, 页码: 22 作者:  Wang, Song;  Zhou, Jian;  Zhang, Luqing;  Han, Zhenhua;  Zhang, Fenxiang   |  收藏  |  浏览/下载：72/0  |  提交时间：2021/10/09 Grain-based model  Particle Flow Code  Numerical modeling  Crystalline rock  Micro-cracking evolution   Progressive Failure Characteristics of Brittle Rock under High-Strain-Rate Compression Using the Bonded Particle Model 期刊论文  OAI收割 MATERIALS, 2020, 卷号: 13, 期号: 18, 页码: 19 作者:  Huang, Xiaolin;  Qi, Shengwen;  Zheng, Bowen;  Guo, Songfeng;  Liang, Ning   |  收藏  |  浏览/下载：54/0  |  提交时间：2020/12/07 brittle rock  high strain rate  progressive failure characteristics  microcracking  brittleness-to-ductility transition  ‘  X’  -shape failure  bonded particle model