Analytical Modeling of the Shear Behavior of Rock Joints with Two-Order Asperity Dilation and Degradation-Reference-Cited by-同舟云学术

Analytical Modeling of the Shear Behavior of Rock Joints with Two-Order Asperity Dilation and Degradation

Published:2020-06 Issue:6 Volume:20 Page:04020062
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Yingchun¹^ORCID,Wu Wei²,Wei Xiao³

Affiliation:

1. Lecturer, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China. ORCID: .

2. Assistant Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798, Singapore (corresponding author).

3. Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Hong Kong, Hong Kong 999077, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001645

Reference50 articles.

1. Constitutive model for rock fractures: Revisiting Barton’s empirical model;Asadollahi P.;Eng. Geol.,2010

2. Review of a new shear-strength criterion for rock joints

3. The shear strength of rock joints in theory and practice

4. Wear of metals;Barwell F. T.;Wear,1958

5. Prediction of shear behaviour of joints using profiles;Dight P. M.;Int. J. Rock. Mech. Min. Sci. Geomech. Abst.,1981

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