Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis-Reference-Cited by-同舟云学术

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Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis

Published:2016-05 Issue:9-10 Volume:40 Page:5216-5229
ISSN:0307-904X
Container-title:Applied Mathematical Modelling
language:en
Short-container-title:Applied Mathematical Modelling

Author:

Li Dian-Qing,Xiao Te,Cao Zi-Jun,Phoon Kok-Kwang,Zhou Chuang-Bing

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Applied Mathematics,Modelling and Simulation

Reference41 articles.

1. Probabilistic assessment of stability of a cut slope in residual soil;El-Ramly;Géotechnique,2005

2. Influence of spatial variability on slope reliability using 2-D random fields;Griffiths;J. Geotech. Geoenviron. Eng.,2009

3. Quantitative risk assessment of landslide by limit analysis and random fields;Huang;Comput. Geotech.,2013

4. Slope reliability analysis considering spatially variable shear strength parameters using a non-intrusive stochastic finite element method;Jiang;Eng. Geol.,2014

5. Efficient evaluation of reliability for slopes with circular slip surfaces using importance sampling;Ching;J. Geotech. Geoenviron. Eng.,2009

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