Associated Generalized Plasticity Framework for Modeling Gravelly Soils Considering Particle Breakage-Reference-Cited by-同舟云学术

Associated Generalized Plasticity Framework for Modeling Gravelly Soils Considering Particle Breakage

Published:2013-05 Issue:5 Volume:139 Page:606-615
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Liu Huabei¹,Zou Degao²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, City College of New York, New York, NY 10031 (corresponding author).

2. Associate Professor, Institute of Earthquake Engineering, School of Hydraulic Engineering, and State Key Laboratory of Coastal and Offshore, Dalian Univ. of Technology, Dalian 116024, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000513

Reference58 articles.

1. A Granular Material Model Based on Associated Flow Rule Applied to Monotonic Loading Behavior

2. Behavior of Railroad Ballast under Monotonic and Cyclic Loading

3. The Influence of Particle Breakage on the Location of the Critical State Line of Sands

4. A state parameter for sands

5. The critical state of sands

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