Modeling Cyclic Behavior of Clay by Micromechanical Approach-Reference-Cited by-同舟云学术

Modeling Cyclic Behavior of Clay by Micromechanical Approach

Published:2013-09 Issue:9 Volume:139 Page:1305-1309
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Yin Zhen-Yu¹,Xu Qiang²,Chang Ching S.³

Affiliation:

1. Professor, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, P.R. China; and Invited Professor, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technology, Chengdu 610059, P.R. China (corresponding author).

2. Professor, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technology, Chengdu 610059, P.R. China.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01002.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000516

Reference9 articles.

1. Scaled Memory Model for Undrained Behavior of Anisotropic Clays

2. Multiaxial Cyclic Plasticity Model for Clays

3. Elastoplastic Model for Clay with Microstructural Consideration

4. Two-Surface Plasticity Model for Cyclic Undrained Behavior of Clays

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