Three-dimensional upper bound stability analysis of slopes with weak interlayer based on rotational-translational mechanisms-Reference-Cited by-同舟云学术

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Three-dimensional upper bound stability analysis of slopes with weak interlayer based on rotational-translational mechanisms

Published:2017-06 Issue: Volume:223 Page:82-91
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Huang Maosong,Fan Xinping,Wang Haoran

Funder

National Basic Research Program of China

National Fund for Distinguished Young Scholars of China

National West Communication Construction Technology Project

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Stability analysis of conical heaps;Baker;Soils Found.,1987

2. On the ratio of factors of safety in slope stability analyzes;Cavounidis;Géotechnique,1987

3. Limit Analysis and Soil Plasticity;Chen,1978

4. A three-dimensional slope stability analysis method using the upper bound theorem;Chen;Int. J. Rock Mech. Min. Sci.,2001

5. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods;Cheng;Comput. Geotech.,2007

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