Numerical Simulation of the Shear Behavior of Rock Joints Filled with Unsaturated Soil-Reference-Cited by-同舟云学术

Numerical Simulation of the Shear Behavior of Rock Joints Filled with Unsaturated Soil

Published:2018-09 Issue:9 Volume:18 Page:04018112
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Gong Libin¹^ORCID,Nemcik Jan²,Ren Ting³

Affiliation:

1. Ph.D. Candidate, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW500, Australia (corresponding author). ORCID: .

2. Honorary Senior Fellow, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW, 2500, Australia.

3. Associate Professor, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW, 2500, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001253

Reference34 articles.

1. Joints in unsaturated rocks: Thermo-hydro-mechanical formulation and constitutive behaviour

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

3. Engineering classification of rock masses for the design of tunnel support

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