Low-Temperature Reversible Aging Properties of Selected Asphalt Binders Based on Thermal Analysis
Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 3
Abstract
The objectives of this paper are twofold: (1) Investigate the low-temperature reversible aging discrepancy mechanism of the asphalt binders with similar regular low-temperature performance grade; and (2) evaluate the effects of commercial wax on the reversible aging properties of asphalt binder. First, the mechanisms of reversible aging in asphalt binder were reviewed. Then, regular performance grading tests and extended bending beam rheometer tests were used to comprehensively evaluate the effect of base asphalt binder type and commercial wax content on regular performance and reversible aging properties. Moreover, a modulated differential scanning calorimetry test was applied to analyze the phase transition, crystallization, and melting behavior of selected asphalt binder samples before and after long-term conditioning. The results showed that commercial wax-based warm mix additive increased the degree of reversible aging (physical hardening) in asphalt binder. There is a strong relationship between endotherm peak enthalpy and commercial wax content. For asphalt sample with a higher degree of reversible aging (physical hardening), glass transition temperature () increased and two separate amorphous domains formed with the extension of conditioning time.
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Acknowledgments
This study was supported by the National Natural Science Foundation of China under Grant No. 51778541.
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©2018 American Society of Civil Engineers.
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Received: Jun 11, 2018
Accepted: Aug 30, 2018
Published online: Dec 28, 2018
Published in print: Mar 1, 2019
Discussion open until: May 28, 2019
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