Simulation analysis on three-dimensional slope failure under different conditions-Reference-Cited by-同舟云学术

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Simulation analysis on three-dimensional slope failure under different conditions

Published:2011-11 Issue:11 Volume:21 Page:2490-2502
ISSN:1003-6326
Container-title:Transactions of Nonferrous Metals Society of China
language:en
Short-container-title:Transactions of Nonferrous Metals Society of China

Author:

ZHANG Ke,CAO Ping,LIU Zi-yao,HU Hui-hua,GONG Dao-ping

Publisher

Elsevier BV

Subject

Materials Chemistry,Metals and Alloys,Geotechnical Engineering and Engineering Geology,Condensed Matter Physics

Reference22 articles.

1. State of the art: Limit equilibrium and finite element analysis of slopes [J];DUNCAN;Journal of Geotechnical Engineering, ASCE,1996

2. Three-dimensional slope stability analysis by elasto-plastic finite elements [J];GRIFFITHS;Geotechnique,2007

3. Three dimensional analysis of slides in cohesive soils [J];GENS;Geotechnique,1988

4. An extension of Bishop's simplified method of slope stability analysis to three dimension [J];HUNGR;Geotechnique,1987

5. Evaluation of a three-dimensional method of slope stability analysis [J];HUNGR;Canadian Geotechnical Journal,1989

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4. Comparison of different hydrological and stability assumptions for physically-based modeling of shallow landslides;Engineering Geology;2023-09

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