Discrete Element Simulations of Cyclic Biaxial Shear of a Granular Material with Oval Particles-Reference-Cited by-同舟云学术

Discrete Element Simulations of Cyclic Biaxial Shear of a Granular Material with Oval Particles

Published:2014-06 Issue:3 Volume:14 Page:06014005
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Suzuki Kiichi¹,Kuhn Matthew R.²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Saitama Univ., Saitama 338-8570, Japan (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Donald P. Shiley School of Engineering, Univ. of Portland, Portland, OR 97203.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000328

Reference26 articles.

1. Micromechanical modelling of oval particulates subjected to bi-axial compression

2. Dynamic Shear Modulus and Evolution of Fabric of Granular Materials

3. Cundall P. A. (1971). “A computer model for simulating progressive large scale movements in blocky rock systems.” Proc. Symp. of Int. Soc. Rock Mech. Rock Fracture International Society for Rock Mechanics Lisbon Portugal 129–136.

4. A discrete numerical model for granular assemblies

5. Cundall P. A. and Strack O. D. L. (1983). “Modeling of microscopic mechanisms in granular.” Proc. U.S./Japan Seminar on New Models and Constitutive Relations in the Material Mechanics of Granular Materials Elsevier Amsterdam Netherlands 137–149.

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