Simulation of Collapse of Granular Columns Using the Discrete Element Method-Reference-Cited by-同舟云学术

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Simulation of Collapse of Granular Columns Using the Discrete Element Method

Published:2015-12 Issue:6 Volume:15 Page:04015004
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kermani Elnaz¹,Qiu Tong²,Li Tianbin³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, The Pennsylvania State Univ., University Park, PA 16802.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, The Pennsylvania State Univ., University Park, PA 16802 (corresponding author).

3. Professor, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technology, Chengdu 610059, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000467

Reference71 articles.

1. Assessment of rolling resistance models in discrete element simulations

2. Granular collapse in two dimensions

3. Plug flow and the breakdown of Bagnold scaling in cohesive granular flows

4. Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model

5. Characteristics of cohesionless soils affecting the stability of slopes and earth fills;Casagrande A.;J. Boston Soc. Civil Engrs.,1936

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