Technical Papers
Mar 28, 2020

Rheological and Spectroscopic Properties of Ethylene Vinyl Acetate–Modified Rubberized Asphalt

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 6

Abstract

The effect of ethylene vinyl acetate (EVA) on the aging properties and rheological properties of rubberized asphalt was measured in this paper to identify the optimum proportion of EVA combined with waste tire rubber (WTR) modified asphalt. Aging methods of thin-film oven test (TFOT) and pressure aging vessel test (PAV) were conducted to imitate the different degrees of the aging process. At first, frequency sweep at different temperatures was carried out to construct the construction of G* master curves, following the time-temperature superposition principle, to evaluate the aging sensitivity. The black diagram was depicted to compare the rheological behavior of different asphalt binders. The calculation of the WLF equation based on the shift factor of master curves was conducted to calculate the values and aging index of 15°C DSRFn to assess the resistance to fatigue cracking at the intermediate temperature. Then, zero shear viscosity (ZSV) and rutting factor (G*/sinδ) at 60°C were also used to calculate the aging index, because these both are measurements of resistance to rutting deformation at high temperature. Finally, the microstructure of unaged and aged asphalt binder was studied by Fourier transform infrared spectroscopy (FTIR). The relationship between rheological and chemical indexes was studied. The results show that 15%WTR+4%EVA has the best antiaging performance, and EVA can reduce the aging sensitivity of different parameters, especially in the high-temperature area.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was supported by the National Natural Science Foundation of China (Nos. 50808077 and 51278188) and the National Key R&D Program of China (2018YFB0505400). The authors sincerely show gratitude for their financial support. In addition, the third author acknowledges the financial support from the China Scholarship Council (CSC No. 201606130003). The views and findings of this study represent those of the authors and may not reflect those of the funding agencies.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 6June 2020

History

Received: Jul 26, 2019
Accepted: Nov 6, 2019
Published online: Mar 28, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 28, 2020

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Jinghao Chen [email protected]
Graduate Research Assistant, College of Civil Engineering, Hunan Univ., Changsha 410082, PR China; Graduate Research Assistant, Key Laboratory for Green and Advanced Civil Engineering Materials and Application Technology of Hunan Province, Hunan Univ., Changsha 410082, PR China. Email: [email protected]
Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, PR China; Professor, Key Laboratory for Green and Advanced Civil Engineering Materials and Application Technology of Hunan Province, Hunan Univ., Changsha 410082, PR China (corresponding author). ORCID: https://orcid.org/0000-0003-0410-5769. Email: [email protected]
Lingyun You, Ph.D., A.M.ASCE [email protected]
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. Email: [email protected]

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