Influence of swelling behavior on the stability of an infinite unsaturated expansive soil slope-Reference-Cited by-同舟云学术

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Influence of swelling behavior on the stability of an infinite unsaturated expansive soil slope

Published:2016-06 Issue: Volume:76 Page:154-169
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Qi Shunchao,Vanapalli Sai K.

Funder

China Scholarship Council and the University of Ottawa

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference80 articles.

1. Stability of swelling clay embankments;Widger;Can Geotech J,1979

2. Some thoughts and studies on the prediction of slope stability in expansive soils;Bao,2000

3. Formation mechanism and stability analysis of the Houba expansive soil landslide;Hou;Eng Geol,2013

4. Wetting-induced softening behavior of an unsaturated expansive clay;Zhan;Landslides,2014

5. Analysis of a progressive slope failure in the Xiangjiaba reservoir area, Southwest China;Xu;Landslides,2014

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