Pseudo-static analysis of 3D unsaturated bench slopes stabilized by multiple rows of piles-Reference-Cited by-同舟云学术

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Pseudo-static analysis of 3D unsaturated bench slopes stabilized by multiple rows of piles

Published:2024-05 Issue: Volume:46 Page:101255
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Wang Long^ORCID,Gao You,Zhou Enquan,Feng Jianxue,Huang Anping,Xu Meijuan

Publisher

Elsevier BV

Reference29 articles.

1. The principle of effective stress;Bishop;Teknik Ukeblad,1959

2. Pseudo-static analysis of reinforced earth retaining walls;Chehade;Acta Geotech,2021

3. Slope stability analysis by the upper bound approach: fundamentals and methods;Donald;Can Geotech J,1997

4. Comparison of finite-element limit analysis and strength reduction techniques;Tschuchnigg;Géotechnique,2015

5. Three-dimensional analysis of nonhomogeneous slopes;Farzaneh;J Geotech Geoenviron Eng,2003

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