Velocity-Weakening Tendency in Rate-Dependent Strength Behavior of Soft Rock-Like Joints-Reference-Cited by-同舟云学术

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Velocity-Weakening Tendency in Rate-Dependent Strength Behavior of Soft Rock-Like Joints

Published:2024-01 Issue:1 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Tiwari Gaurav¹,Kumar Akshay²^ORCID,Gali Madhavi Latha³^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, IIT Kanpur, Kanpur 208016, India (corresponding author).

2. Ph.D. Student, Dept. of Civil Engineering, IIT Kanpur, Kanpur 208016, India. ORCID: .

3. Senior Professor, Dept. of Civil Engineering, IISc Bangalore, Bangalore 560012, India. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8832

Reference24 articles.

1. Anisotropic deformability and strength of slate from NW-Spain;Alejano L. R.;Int. J. Rock Mech. Min. Sci.,2021

2. Amadei, B., and J. H. Curran. 1982. “Creep behaviour of rock joints.” In Vol. 22 of Proc., 13th Canadian Rock Mechanics Symp., 146–150. Canada: Transactions of the Canadian Institute of Mining and Metallurgy.

3. The Influence of Shearing Velocity on Shear Behavior of Artificial Joints

4. Over-consolidation effect on shear behavior of rock joints;Babanouri N.;Int. J. Rock Mech. Min. Sci.,2011

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

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