A three-dimensional transversely isotropic equivalent continuum model for layered rock and numerical implementation-Reference-Cited by-同舟云学术

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A three-dimensional transversely isotropic equivalent continuum model for layered rock and numerical implementation

Published:2024-03 Issue: Volume:175 Page:105661
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Liu Xufeng,Pan Peng-Zhi,Wang Zhaofeng,Zhou Yangyi,Xu Dingping

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference36 articles.

1. Using the Pietruszczak-Mroz anisotropic failure criterion to model the strength of stratified rocks;Zhang;Int J Rock Mech Min Sci,2020

2. Effects of foliation on deformation and failure mechanism of silty slates;Li;Int J Rock Mech Min Sci,2021

3. Influences of confining pressure and bedding angles on the deformation, fracture and mechanical characteristics of slate;Hao;Construct Build Mater,2020

4. Investigations of p-wave velocity, mechanical behavior and thermal properties of anisotropic slate;Ding;Int J Rock Mech Min Sci,2020

5. Mechanical and elastic properties of transversely isotropic slate;Gholami;Rock Mech Rock Eng,2014

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Role of foliation occurrence and stress orientation on asymmetric failure in foliated rock tunnel: insight from numerical simulation;Engineering Failure Analysis;2024-06

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