Modeling Permanent Deformation of Unbound Granular Materials under Repeated Loads-Reference-Cited by-同舟云学术

Modeling Permanent Deformation of Unbound Granular Materials under Repeated Loads

Published:2010-12 Issue:6 Volume:10 Page:236-241
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Cheng¹²³,Ge Louis¹²³,Zhang Jiansheng¹²³

Affiliation:

1. Graduate Student, School of Civil Engineering and Architecture, Central South Univ., Changsha, China.

2. Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N Pine St., Rolla, MO 65409 (corresponding author).

3. Professor, School of Civil Engineering and Architecture, Central South Univ., Changsha, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000025

Reference20 articles.

1. Implementation of Porous Media Formulation for Geomaterials

2. Elastoplastic Model for the Long-Term Behavior Modeling of Unbound Granular Materials in Flexible Pavements

3. Shakedown of unbound granular material

4. Ge Y. -N. (2003). “Cyclic constitutive modeling of granular materials.” Ph.D. dissertation Dept. of Civil Environmental and Architectural Engineering Univ. of Colorado at Boulder Boulder Colo.

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