Quantitative Comparison of Two-Dimensional and Three-Dimensional Discrete-Element Simulations of Nominally Two-Dimensional Shear Flow-Reference-Cited by-同舟云学术

Quantitative Comparison of Two-Dimensional and Three-Dimensional Discrete-Element Simulations of Nominally Two-Dimensional Shear Flow

Published:2013-06 Issue:3 Volume:13 Page:205-212
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fleischmann J. A.¹,Plesha M. E.²,Drugan W. J.²

Affiliation:

1. Assistant Professor, Dept. of Engineering, Univ. of Wisconsin-Rock County, Janesville, WI 53546; formerly, Dept. of Engineering Physics, Univ. of Wisconsin, Madison, WI 53706 (corresponding author).

2. Professor, Dept. of Engineering Physics, Univ. of Wisconsin, Madison, WI 53706.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000202

Reference29 articles.

1. Specimen size and scale effects of direct shear box tests of sands;Cerato A.;J. ASTM Geotech Test.,2006

2. Prediction/Verification of Particle Motion in One Dimension with the Discrete-Element Method

3. Cheng Y. and Minh N. (2009). “DEM investigation of particle size distribution effect on direct shear behaviour of granular agglomerates.” Proc. 6th Int. Conf. on Micromechanics of Granular Media American Institute of Physics Melville NY 401–404. doi:10.1063/1.3179946

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