Roughness Evaluation for Distinguishing Fresh and Sheared Rock Joint Surfaces with Different Sampling Intervals-Reference-Cited by-同舟云学术

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Roughness Evaluation for Distinguishing Fresh and Sheared Rock Joint Surfaces with Different Sampling Intervals

Published:2021-12 Issue:12 Volume:21 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Jintong¹,Ogata Sho²,Kishida Kiyoshi³^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Urban Management, Kyoto Univ., Kyoto 615-8540, Japan (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Osaka Univ., Suita 565-0871, Japan.

3. Professor, Dept. of Urban Management, Kyoto Univ., Kyoto 615-8540, Japan. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002220

Reference41 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;Barton N.;Eng. Geol.,1973

3. The shear strength of rock and rock joints;Barton N.;Int. J. Rock Mech. Min. Sci.,1976

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

5. Quantitative parameters for rock joint surface roughness;Belem T.;Rock Mech. Rock Eng.,2000

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