Application of the numerical manifold method to model progressive failure in rock slopes-Reference-Cited by-同舟云学术

Application of the numerical manifold method to model progressive failure in rock slopes

Published:2014-03 Issue: Volume:119 Page:1-20
ISSN:0013-7944
Container-title:Engineering Fracture Mechanics
language:en
Short-container-title:Engineering Fracture Mechanics

Author:

Wong Louis Ngai Yuen,Wu Zhijun

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference65 articles.

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2. Friction of rocks and stability of rock slopes;Jaeger;Geotechnique,1971

3. Numerical analysis of initiation and progressive failure in natural rock slopes – the 1991 Randa rockslide;Eberhardt;Int J Rock Mech Min Sci,2004

4. Stability of steep slopes on hard unweathered rock;Terzaghi;Geotechnique,1962

5. The effect of discontinuity persistence on rock slope stability;Einstein;Int J Rock Mech Min Sci,1983

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