Rock-soil slope stability analysis by two-phase random media and finite elements-Reference-Cited by-同舟云学术

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Rock-soil slope stability analysis by two-phase random media and finite elements

Published:2018-11 Issue:6 Volume:9 Page:1649-1655
ISSN:1674-9871
Container-title:Geoscience Frontiers
language:en
Short-container-title:Geoscience Frontiers

Author:

Liu Yong,Xiao Huawen,Yao Kai,Hu Jun,Wei Hong

Funder

International Science and Technology Cooperation Programme of Hainan Province, China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences

Reference28 articles.

1. Critical review and latest developments of a class of simulation algorithms for strongly non-Gaussian random fields;Bocchini;Probabilistic Engineering Mechanics,2008

2. Statistical reconstruction of two-phase random media;Feng;Computers and Structures,2014

3. Reliability assessment of stability of underground rock caverns;Goh;International Journal of Rock Mechanics and Mining Sciences,2012

4. Slope stability analysis by finite elements;Griffiths;Géotechnique,1999

5. Homogenization of geomaterials containing voids by random fields and finite elements;Griffiths;International Journal of Solids and Structures,2012

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