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Mathematical Problems in Engineering
Volume 2014, Article ID 804586, 8 pages
http://dx.doi.org/10.1155/2014/804586
Research Article

Uniform Nonlinear Constitutive Model and Parameters for Clay in Different Consolidation Conditions Based on Regression Method

1School of Civil Engineering, Hubei Polytechnic University, Huangshi 435003, China
2School of Chemical and Material Engineering, Hubei Polytechnic University, Huangshi 435003, China

Received 19 December 2013; Accepted 3 April 2014; Published 6 April 2014

Academic Editor: Fei Kang

Copyright © 2014 Tao Cheng 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

Tao Cheng, Keqin Yan, Huazhi Zhang, Xianfeng Luo, and Shengfang Li, “Uniform Nonlinear Constitutive Model and Parameters for Clay in Different Consolidation Conditions Based on Regression Method,” Mathematical Problems in Engineering, vol. 2014, Article ID 804586, 8 pages, 2014. https://doi.org/10.1155/2014/804586.