研究论文
A three-dimensional transversely isotropic equivalent continuum model for layered rock and numerical implementation
Xufeng Liu, Peng‐Zhi Pan, Zhaofeng Wang, Yangyi Zhou, Dingping Xu
Chinese Academy of Sciences Institute of Rock and Soil Mechanics State Key Laboratory of Geomechanics and Geotechnical Engineering Northeastern University
来源International Journal of Rock Mechanics and Mining Sciences
年份2024
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工程Rock Mechanics and Modeling
Geomechanics and Mining Engineering · Tunneling and Rock Mechanics
参考文献 37
Assessment of some failure criteria for strongly anisotropic geomaterials
被引 166G. Duveau, J.F. Shao, J.P. Henry · Mechanics of Cohesive-Frictional Materials · 1998
Mechanical and Elastic Properties of Transversely Isotropic Slate
被引 188Raoof Gholami, Vamegh Rasouli · Rock Mechanics and Rock Engineering · 2013
A paraboloid failure surface for transversely isotropic materials
被引 27Oana Cazacu, N. Cristescu · Mechanics of Materials · 1999
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引用本文 13
Asymmetric failure mechanisms of anisotropic shale under direct shear
被引 48Chunfeng Ye, Heping Xie, Fei Wu · International Journal of Rock Mechanics and Mining Sciences · 2024
Determination of the rock mass bearing mechanism following excavation of circular tunnels in layered surrounding rock
被引 16Kaimeng Ma, Shujie Chen, Liang Cheng · Tunnelling and Underground Space Technology · 2025
A three-dimensional numerical study on the stability of layered rock spillway tunnels in alpine canyon areas
被引 13Peng‐Zhi Pan, Fuyuan Tan, F Li · Deep Resources Engineering · 2024
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