TECHNICAL PAPERS
Mar 1, 2007

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

Publication: International Journal of Geomechanics
Volume 7, Issue 2

Abstract

This paper presents a methodology for analyzing the viscoelastic response of asphalt mixtures using the discrete-element method (DEM). Two unmodified (neat) and seven modified binders were mixed with the same aggregate blend in order to prepare the nine hot mix asphalt (HMA) mixtures used in this study. The HMA microstructure was captured using images of vertically cut sections of specimens. The captured grayscale images were processed into black and white images representing the mastic and the aggregate phases, respectively. These microstructure images were used to represent the DEM model geometry. Rheological data for the nine binders were obtained using the dynamic shear rheometer. These data were used to estimate the parameters of the viscoelastic contact models that define the interaction among the mix constituents. The DEM models were subjected to sinusoidal loads similar to those applied in the simple performance test (SPT). The DEM model predictions compared favorably with the SPT measurements. However, the simulation results tended to overpredict the dynamic modulus, E* , for mixtures made with neat binders and underpredict E* for those that consisted of modified binders. The DEM models gave mix phase angles, ϕmix , higher than the experimental measurements.

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Acknowledgments

The first writer would like to acknowledge the financial assistance of the National Highway Institute (NHI) and the Federal Highway Administration (FHwA) throughout his Eisenhower Graduate Research Fellowship. The writers would like to thank Dr. Aroon Shenoy from the Pavement Materials and Construction Team at Turner-Fairbank Highway Research Center (TFHRC) and Mr. Kevin Stuart (formerly with the FHwA) for their valuable comments throughout this study.

References

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 7Issue 2March 2007
Pages: 131 - 139

History

Received: Jun 6, 2006
Accepted: Jun 9, 2006
Published online: Mar 1, 2007
Published in print: Mar 2007

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Authors

Affiliations

Ala Abbas
Assistant Professor, Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325-3905 (corresponding author). E-mail: [email protected]
Eyad Masad
Associate Professor, Dept. of Civil Engineering, Texas A&M Univ., 3135 TAMU, College Station, TX 77843-3135. E-mail: [email protected]
Tom Papagiannakis
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: [email protected]
Tom Harman
Pavement and Materials Technical Service Team Leader, Federal Highway Administration Resource Center, 10 South Howard St. Suite 4000, Baltimore, MD 21201. E-mail: [email protected]

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