Dissertation/Thesis Abstract

Phenomenological Modeling and Laboratory Simulation of Long-Term Aging of Asphalt Mixtures
by Elwardany, Michael Dawoud, Ph.D., North Carolina State University, 2017, 468; 10758820
Abstract (Summary)

The accurate characterization of asphalt mixture properties as a function of pavement service life is becoming more important as more powerful pavement design and performance prediction methods are implemented. Oxidative aging is a major distress mechanism of asphalt pavements. Aging increases the stiffness and brittleness of the material, which leads to a high cracking potential. Thus, an improved understanding of the aging phenomenon and its effect on asphalt binder chemical and rheological properties will allow for the prediction of mixture properties as a function of pavement service life. Many researchers have conducted laboratory binder thin-film aging studies; however, this approach does not allow for studying the physicochemical effects of mineral fillers on age hardening rates in asphalt mixtures. Moreover, aging phenomenon in the field is governed by kinetics of binder oxidation, oxygen diffusion through mastic phase, and oxygen percolation throughout the air voids structure. In this study, laboratory aging trials were conducted on mixtures prepared using component materials of several field projects throughout the USA and Canada. Laboratory aged materials were compared against field cores sampled at different ages. Results suggested that oven aging of loose mixture at 95°C is the most promising laboratory long-term aging method. Additionally, an empirical model was developed in order to account for the effect of mineral fillers on age hardening rates in asphalt mixtures. Kinetics modeling was used to predict field aging levels throughout pavement thickness and to determine the required laboratory aging duration to match field aging. Kinetics model outputs are calibrated using measured data from the field to account for the effects of oxygen diffusion and percolation. Finally, the calibrated model was validated using independent set of field sections. This work is expected to provide basis for improved asphalt mixture and pavement design procedures in order to save taxpayers’ money.

Indexing (document details)
Advisor: Kim, Y. Richard, Castorena, Cassandra
Commitee: Guddati, Murthy, Weare, Walter
School: North Carolina State University
Department: Civil Engineering
School Location: United States -- North Carolina
Source: DAI-B 79/07(E), Dissertation Abstracts International
Subjects: Engineering, Civil engineering, Materials science
Keywords: aging index properties, kinetics modeling, long-term aging, loose mix aging, oxidative aging, reclaimed asphalt pareme
Publication Number: 10758820
ISBN: 9780355633962
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