Technical Papers
Sep 7, 2018

Use of Viscoelastic Continuum Damage Theory to Correlate Fatigue Resistance of Asphalt Binders and Mixtures

Publication: International Journal of Geomechanics
Volume 18, Issue 11

Abstract

The objectives of this study were to evaluate the fatigue resistance of asphalt binders in relation to their composition and establish the correlation of the fatigue property of asphalt binders with that of mixtures using the viscoelastic continuum damage (VECD) approach. Materials used in the research incorporated reclaimed asphalt pavement, recycled asphalt shingles, warm-mix technologies, and two grades of base binder. Dynamic modulus and direct-tension cyclic fatigue tests were used to assess the linear viscoelastic and fatigue properties of mixtures, respectively. Asphalt binders were extracted, and their linear viscoelastic and fatigue characteristics were determined using frequency sweep at multiple temperatures and the linear-amplitude sweep (LAS) test, respectively. The LAS data were analyzed using the revised VECD formulation, and the parameter denoted as ALAS was proposed as an indicator of the fatigue resistance of asphalt binders. Mixtures’ fatigue resistance was represented by the newly developed parameter of material fatigue sensitivity (MFS). The experimental evidence suggested that the proposed ALAS parameter was a valid indicator of the fatigue resistance of asphalt binders. Further, a reasonable correlation was identified between the fatigue resistance of asphalt binders and mixtures, as represented respectively by ALAS and MFS.

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Acknowledgments

The research presented herein was part of Pooled Fund TPF-5(294), Develop Mix Design and Analysis Procedures for Asphalt Mixtures Containing High-RAP and/or RAS Contents. The authors acknowledge the support of Federal Highway Administration and Louisiana Transportation Research Center.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 18Issue 11November 2018

History

Received: Feb 15, 2018
Accepted: May 30, 2018
Published online: Sep 7, 2018
Published in print: Nov 1, 2018
Discussion open until: Feb 7, 2019

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Authors

Affiliations

Wei Cao, Ph.D. [email protected]
Research Associate, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Louisiana Transportation Research Center, 4101 Gourrier Ave., Baton Rouge, LA 70808. Email: [email protected]
Louay N. Mohammad, Ph.D., M.ASCE [email protected]
P.E.
Irma Louise Rush Stewart Distinguished Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Louisiana Transportation Research Center, 4101 Gourrier Ave., Baton Rouge, LA 70808 (corresponding author). Email: [email protected]
Peyman Barghabany [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808. Email: [email protected]

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