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Investigation on the physical mechanism of cavity percentage dependent shear strength for rock joints considering the real contact joint surface

  • Published:2023-10 Issue:4 Volume:2 Page:100064
  • ISSN:2773-2304
  • Container-title:Rock Mechanics Bulletin
  • language:en
  • Short-container-title:Rock Mechanics Bulletin

Author:

Ban Liren,Wang ZefanORCID,Du Weisheng,Hou Yuhang,Qi Chengzhi,Yu Jin

Publisher

Elsevier BV

Reference32 articles.

1. A new 3D roughness parameter system for rock joint;Ban;J. China Coal Soc.,2010

2. A new criterion for peak shear strength of rock joints with a 3D roughness parameter;Ban;Rock Mech. Rock Eng.,2019

3. A model for estimating the peak shear strength of rock joints based on 3D quantified surface;Ban;J. China Coal Soc.,2020

4. A peak dilation angle model considering the real contact area for rock joints;Ban;Rock Mech. Rock Eng.,2020

5. The shear strength of rock joints in theory and practice;Barton;Rock Mech. Rock Eng.,1977
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