Modeling progressive failures in rock slopes with non-persistent joints using the numerical manifold method-Reference-Cited by-同舟云学术

Modeling progressive failures in rock slopes with non-persistent joints using the numerical manifold method

Published:2013-10-04 Issue:7 Volume:38 Page:679-701
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

An Xinmei¹,Ning Youjun²,Ma Guowei³,He Lei¹

Affiliation:

1. School of Civil and Environmental Engineering; Nanyang Technological University; Singapore 639798

2. School of Manufacturing Science and Engineering; Southwest University of Science and Technology; Mianyang 621010 China

3. School of Civil and Resource Engineering; University of Western Australia; 35 Stirling Highway Crawley WA 6009 Australia

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference29 articles.

1. The effect of discontinuity persistence on rock slope stability;Einstein;International Journal of Rock Mechanics and Mining Sciences and Geomechanics,1983

2. Itasca UDEC-Universal Distinct Element Code, Version 4.0 2004

3. Itasca 3DEC-3-Dimensional Distinct Element Code, Version 4.1 2007

4. Shi GH Discontinuous deformation analysis - a new numerical model for the static and dynamics of block systems 1988

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