Particle-Based Discrete Element Modeling: Geomechanics Perspective-Reference-Cited by-同舟云学术

Particle-Based Discrete Element Modeling: Geomechanics Perspective

Published:2011-12 Issue:6 Volume:11 Page:449-464
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

O’Sullivan Catherine¹

Affiliation:

1. Senior Lecturer, Skempton Building, Imperial College London, London SW7 2AZ, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000024

Reference121 articles.

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2. Discrete Element Modeling of Leaching-Induced Apparent Overconsolidation in Kaolinite

3. Stress and strain in granular assemblies

4. An algorithm to generate random dense arrangements for discrete element simulations of granular assemblies

5. Barreto D. O’Sullivan C. and Zdravkovic L. (2009). “Quantifying the evolution of soil fabric under different stress paths.” Proc. 6th Int. Conf. on Micromechanics of Granular Media Golden M. Nakagawa and S. Luding eds. American Institute of Physics College Park MD.

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