Micromechanical Modeling of the Viscoelastic Behavior of Asphalt Mixtures Using the Discrete-Element Method-Reference-Cited by-同舟云学术

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

Published:2007-03 Issue:2 Volume:7 Page:131-139
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Abbas Ala¹²³⁴,Masad Eyad¹²³⁴,Papagiannakis Tom¹²³⁴,Harman Tom¹²³⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325-3905 (corresponding author). E-mail: abbas@uakron.edu

2. Associate Professor, Dept. of Civil Engineering, Texas A&M Univ., 3135 TAMU, College Station, TX 77843-3135. E-mail: emasad@civil.tamu.edu

3. Professor and Department Chair, Dept. of Civil and Environmental Engineering, The Univ. of Texas at San Antonio, One UTSA Circle, San Antonio, TX 78249-1644. E-mail: AT.Papagiannakis@utsa.edu

4. Pavement and Materials Technical Service Team Leader, Federal Highway Administration Resource Center, 10 South Howard St. Suite 4000, Baltimore, MD 21201. E-mail: tom.harman@fhwa.dot.gov

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282007%297%3A2%28131%29

Reference22 articles.

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

2. Linear and Nonlinear Viscoelastic Analysis of the Microstructure of Asphalt Concretes

3. Abbas A. R. (2004). “Simulation of the micromechanical behavior of asphalt mixtures using the discrete-element method.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Washington State Univ. Pullman Wash.

4. Determination of discrete relaxation and retardation time spectra from dynamic mechanical data

5. Simplifying the hollow cylinder tensile test procedure through volume-based strain;Buttlar W. G.;Asphalt Paving Technol.,2004

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