Image-Aided Element Shape Generation Method in Discrete-Element Modeling for Railroad Ballast-Reference-Cited by-同舟云学术

Image-Aided Element Shape Generation Method in Discrete-Element Modeling for Railroad Ballast

Published:2014-03 Issue:3 Volume:26 Page:527-535
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Huang Hai¹,Tutumluer Erol²

Affiliation:

1. Assistant Professor, Pennsylvania State Univ., Altoona College, PA 16601 (corresponding author).

2. Professor, Univ. of Illinois, Urbana, IL 61802.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000839

Reference19 articles.

1. ASTM. (1999). “Flat particles elongated particles or flat and elongated particles in coarse aggregate.” ASTM D4791 West Conshohocken PA.

2. ASTM. (2006). “Determining percent of fractured particles in coarse aggregate.” ASTM D5821 West Conshohocken PA.

3. Barbosa R. E. (1990). “Discrete element models for granular materials and rock mass.” Ph.D. thesis Univ. of Illinois at Urbana Champaign Champaign IL.

4. Cundall P. A. (1971). “A computer model for simulating progressive large scale movements in blocky rock systems.” Int. Symposium on Rock Fracture I.S.R.M. Nancy France.

5. Holubec I. and D’Appolonia E. (1973). “Effect of particle shape on the engineering properties of granular soils ” ASTM STP523 ASTM West Conshohocken PA 304–318.

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