Technical Papers
Nov 20, 2018

Influence of Warm-Mix Additives on Physical, Rheological, and Morphological Properties of High-Viscosity Asphalt

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 2

Abstract

The effect of warm-mix additive (WMA) on styrene-butadiene-styrene (SBS)-based high-viscosity asphalt (HVA) was conducted in this study. First, the physical properties for control HVA and HVA with WMA (RH, EC-120, and Sasobit with 2%, 3%, and 4%, respectively) were evaluated to select the optimum WMA. Physical tests showed that all WMAs reduced viscosity (135°C) significantly, while absolute viscosity (60°C) was improved by EC-120 and Sasobit. In addition, EC-120 improved toughness and tenacity. The rheology and morphology of HVA with and without optimum WMA (3% EC-120) were tested using dynamic shear rheometer (DSR), bending beam rheometer (BBR), and scanning electron microscope (SEM). The results indicated that the high-temperature rheological performance was improved by adding EC-120 under unaged and short- and long-term aging conditions. In addition, EC-120 improved the low-temperature creep behavior of the asphalt binder after long-term aging. This finding was further demonstrated by morphological observation, in which a multinetwork was formed after long-term aging.

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Acknowledgments

The authors are grateful to the anonymous reviewers for their thorough and most helpful comments. This project was financially supported by the Science and Technology Project of Education Department of Fujian Province, China (JAT160165), and the University Development Foundation of Fujian Agriculture and Forestry University (113-612014018), and Natural Science Foundation, China (51608123). The authors would like to acknowledge Changbin Hu for his support of some experiments.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 2February 2019

History

Received: Sep 25, 2017
Accepted: May 15, 2018
Published online: Nov 20, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 20, 2019

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Xiaoyan Zheng [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Fuzhou Univ., Fuzhou 350108, P.R. China; Lecturer, College of Transportation and Civil Engineering, Fujian Agriculture and Forestry Univ., Fuzhou 350108, P.R. China. Email: [email protected]
Said M. Easa, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Ryerson Univ., Toronto, ON, Canada M5B 2K3. Email: [email protected]
Professor, Dept. of Civil Engineering, Fuzhou Univ., Fuzhou 350108, P.R. China (corresponding author). ORCID: https://orcid.org/0000-0002-8797-3256. Email: [email protected]
Zhenliang Jiang [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Ryerson Univ., Toronto, ON, Canada M5B 2K3. Email: [email protected]
A. O. Abd El Halim [email protected]
Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa, ON, Canada K1S 5B6. Email: [email protected]

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