Three-Dimensional Discrete-Element Modeling of Aggregate Homogeneity Influence on Indirect Tensile Strength of Asphalt Mixtures-Reference-Cited by-同舟云学术

Three-Dimensional Discrete-Element Modeling of Aggregate Homogeneity Influence on Indirect Tensile Strength of Asphalt Mixtures

Published:2017-11 Issue:11 Volume:29 Page:04017211
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Peng Yong¹,Harvey John T.²,Sun Li-jun³

Affiliation:

1. Associate Professor, Institute of Transportation Engineering, Zhejiang Univ., Hangzhou 310058, P.R. China (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

3. Professor, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., Shanghai 201804, P.R. China.

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.1943-5533.0002034

Reference52 articles.

1. Modelling asphalt mastic stiffness using discrete element analysis and micromechanics-based models

2. Abbas A. Papagiannakis T. and Masad E. (2006). “Micromechanical simulation of asphaltic materials using the discrete element method.” Proc. Asphalt Concrete: Simulation Modeling and Experimental Characterization (GSP 146) ASCE Reston VA 1–11.

3. 3D discrete element models of the hollow cylindrical asphalt concrete specimens subject to the internal pressure

4. The effect of vertical inhomogeneity on compressive properties of asphalt mixtures;Azari H.;J. Assoc. Asphalt Paving Technol.,2004

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