Cyclic Elastoviscoplastic Constitutive Model for Clay Considering Nonlinear Kinematic Hardening Rules and Structural Degradation-Reference-Cited by-同舟云学术

Cyclic Elastoviscoplastic Constitutive Model for Clay Considering Nonlinear Kinematic Hardening Rules and Structural Degradation

Published:2015-10 Issue:5 Volume:15 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kimoto Sayuri¹,Shahbodagh Khan Babak²,Mirjalili Mojtaba³,Oka Fusao⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Nishikyo-ku, Kyoto 615-8540, Japan.

2. Lecturer, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052, Australia; formerly, Ph.D. Student, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Nishikyo-ku, Kyoto 615-8540, Japan.

3. Chairman, ABRAND Civil Design Inc., Tehran 16518-94675, Iran; formerly, Ph.D. Student, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Nishikyo-ku, Kyoto 615-8540, Japan.

4. Professor Emeritus, Dept. of Civil and Earth Resources Engineering, Kyoto Univ., Nishikyo-ku, Kyoto 615-8540, Japan (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000327

Reference21 articles.

1. Stress-Strain Behavior and Yielding Characteristics of Eastern Osaka Clay

2. Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplast

3. On the Plastic and Viscoplastic Constitutive Equations—Part I: Rules Developed With Internal Variable Concept

4. Dafalias Y. (1982). “Bounding surface elastoplasticity-viscoplasticity for particulate cohesive media.” Proc. Int. Union of Theoretical and Applied Mechanics (IUTAM) Symp. on Deformation and Failure of Granular Materials P. Vermeer and H. J. Luger eds. Balkema Rotterdam Netherlands 97–107.

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