A coupled two-phase fluid flow and elastoplastic deformation model for unsaturated soils: theory, implementation, and application-Reference-Cited by-同舟云学术

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A coupled two-phase fluid flow and elastoplastic deformation model for unsaturated soils: theory, implementation, and application

Published:2015-11-06 Issue:7 Volume:40 Page:1023-1058
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Hu Ran¹,Chen Yi-Feng¹,Liu Hui-Hai²,Zhou Chuang-Bing¹³

Affiliation:

1. State Key Laboratory of Water Resources and Hydropower Engineering Science; Wuhan University; Wuhan 430072 China

2. Aramco Research Center; 16300 Park Row Houston TX 77084 U.S.A.

3. School of Civil Engineering and Architecture; Nanchang University; Nanchang 330031 China

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/nag.2473/fullpdf

Reference89 articles.

1. Instability of unsaturated soil slopes due to infiltration;Cho;Computers and Geotechnics,2001

2. Modeling of coupled deformation, water flow and gas transport in soil slopes subjected to rain infiltration;Hu;Science China Technological Sciences,2011

3. Factor of safety in a partially saturated slope inferred from hydro-mechanical continuum modeling;Borja;International Journal for Numerical and Analytical Methods in Geomechanics,2012

4. Advances on the knowledge of the thermo-hydro-mechanical behaviour of heavily compacted ‘FEBEX’ bentonite;Lloret;Physics and Chemistry of the Earth, Parts A/B/C,2007

5. A full-scale in situ heating test for high-level nuclear waste disposal: observations, analysis and interpretation;Gens;Geotechnique,2009

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