A 3-D constitutive model for rock joints with anisotropic friction and stress dependency in shear stiffness-Reference-Cited by-同舟云学术

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A 3-D constitutive model for rock joints with anisotropic friction and stress dependency in shear stiffness

Published:1994-04 Issue:2 Volume:31 Page:173-178
ISSN:0148-9062
Container-title:International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts

Author:

Jing L.,Nordlund E.,Stephansson O.

Publisher

Elsevier BV

Subject

General Engineering

Reference6 articles.

1. Numerical modelling of jointed rock masses by distinct element method for two and three-dimensional problems;Ling,1990

2. An experimental study on the anisotropy and stress-dependency of the strength and deformibility of rock joints;Jing;Int. J. Rock Mech. Min. Sci. & Geomech. Abstr.,1992

3. Constitutive models for rock discontinuities with dilatancy and surface degradation;Plesha;Int. J. Numer. Analy. Methods in Geomech.,1987

4. Fundamentals of rock joint deformation;Bandis;Int. J. Rock Mech. Min. Sci. & Geomech. Abstr.,1983

5. Introduction to Rock Mechanics;Goodman,1980

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