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Journal of Applied Mathematics
Volume 2013, Article ID 537185, 15 pages
http://dx.doi.org/10.1155/2013/537185
Research Article

A Unified Elastoplastic Model of Unsaturated Soils Considering Capillary Hysteresis

1State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Xiaohongshan, Wuchang, Wuhan, Hubei 430071, China
2College of Civil and Architectural Engineering, Guilin University of Technology, Guilin, Guangxi 541004, China
3Department of Civil Engineering, Shanghai University, Shanghai 200072, China

Received 14 May 2013; Accepted 26 July 2013

Academic Editor: Pengcheng Fu

Copyright © 2013 Tiantian Ma et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

How to Cite this Article

Tiantian Ma, Changfu Wei, Pan Chen, Huihui Tian, and De'an Sun, “A Unified Elastoplastic Model of Unsaturated Soils Considering Capillary Hysteresis,” Journal of Applied Mathematics, vol. 2013, Article ID 537185, 15 pages, 2013. https://doi.org/10.1155/2013/537185.