Discrete Element Method Evaluation of Granular Crushing Under Direct Shear Test Conditions-Reference-Cited by-同舟云学术

Discrete Element Method Evaluation of Granular Crushing Under Direct Shear Test Conditions

Published:2005-10 Issue:10 Volume:131 Page:1295-1300
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lobo-Guerrero Sebastian¹²,Vallejo Luis E.¹²

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 949 Benedum Hall, Pittsburgh, PA 15261 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A10%281295%29

Reference22 articles.

1. American Society for Testing and Materials (ASTM). (1995). “Standard test method for splitting tensile strength of intact rock core specimens.” International Designation: D3967-95a Philadelphia Pa.

2. Billam J. (1971). “Some aspects of the behaviour of granular materials at high pressures.” Stress–Strain Behaviour of Soils: Proc. Roscoe Memorial Symp. Cambridge Univ. Cambridge United Kingdom 69–80.

3. Discrete element simulation of crushable soil

4. A discrete numerical model for granular assemblies

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