Feasibility of the Discrete Element Method to Simulate RAP Asphalt Mixtures’ Fracture Behavior-Reference-Cited by-同舟云学术

Feasibility of the Discrete Element Method to Simulate RAP Asphalt Mixtures’ Fracture Behavior

Published:2016-08-08 Issue: Volume: Page:
ISSN:
Container-title:Geo-Chicago 2016
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Author:

Mahmoud Enad M.¹²³,Saadeh Shadi M.¹²³,Yanez Roberto R.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Texas – Rio Grande Valley, 1201 W. University Dr., Edinburg, TX 78539.

2. Associate Professor, Dept. of Civil Engineering and Construction Engineering Management, California State Univ., Long Beach, 1250 Bellflower Blvd., Long Beach, CA 90840.

3. Undergraduate Research Assistant, Dept. of Civil Engineering, Univ. of Texas – Rio Grande Valley, 1201 W. University Dr., Edinburg, TX 78539.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480137.055

Reference23 articles.

1. Micromechanical Modeling of the Viscoelastic Behavior of Asphalt Mixtures Using the Discrete-Element Method

2. Discrete element modelling of uniaxial constant strain rate tests on asphalt mixtures

3. Discrete element visco-elastic modelling of a realistic graded asphalt mixture

4. Collop A. McDowell G. and Lee Y. (2007) On the use of discrete element modelling to simulate the viscoelastic deformation behaviour of an idealized asphalt mixture. Geomechanics and Geoengineering Vol. 2 Iss. 2.

5. Cundall P. A. (1971). "A computer model for simulating progressive large scale movements in blocky rock systems." Proc. Symposium of the International Society of Rock Mechanics Nancy France Vol. 1 Paper No. II-8.

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