Technical Papers
Dec 26, 2022

Investigation of Adhesion Property between Asphalt Binder and Aggregate Using Modified Boiling Methods for Hot and Wet Area

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Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 3

Abstract

For long-term hot and rainy climate areas, the moisture susceptibility of asphalt pavement is the most serious issue during the service of pavement, which primarily depends on the adhesion between asphalt binder and aggregate. To explore the adhesion between different asphalt binders and aggregates, two types of asphalt binders and three kinds of aggregates were selected in this study. The water boiling test was modified by increasing the boiling time, quantifying the stripping rate and increasing the sample weight. The contact angle test and the energy dispersive spectrometer test were also conducted. The results showed that longer boiling time, longer aging time for asphalt binder, and higher Si content in aggregates will increase the stripping rate between the asphalt binder and the aggregate. For base asphalt, the stripping rate of sandstone is about 35.76% at long-term aging. The stripping rate calculated by boiling loose mixture for 30 min has the good correlation with the silicon content in the aggregates, with R-square about 98.77%, which indicates a good indicator to evaluate the asphalt-aggregate adhesion.

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Data Availability Statement

The data used to support the findings of this study are included within the article.

Acknowledgments

The study was supported by National Key Research and Development Project of China (2021YFB2600601 and 2021YFB2600600), National Natural Science Foundation of China (Grant No. 51922030), “the Fundamental Research Funds for the Central Universities of the Southeast University” (Grant No. 2242022R10019), Nature Science Foundation of Jiangsu (Grant No. BK20220845), and Southeast University “Zhongying Young Scholars” Project. This study was completed at the School of Transportation Engineering in Southeast University.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 3March 2023

History

Received: Sep 21, 2021
Accepted: Jun 28, 2022
Published online: Dec 26, 2022
Published in print: Mar 1, 2023
Discussion open until: May 26, 2023

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Graduate Research Assistant, School of Transportation, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Associate Professor, School of Transportation, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: https://orcid.org/0000-0002-0356-1212. Email: [email protected]
Professor, School of Transportation, Southeast Univ., Nanjing 211189, China. Email: [email protected]
Xiangyan Wu [email protected]
Senior Engineer, Chongqing Hautwell Pavement Materials Co., LTD., Chongqing 400000, China. Email: [email protected]
Jianping Yang [email protected]
Engineer, Chongqing Hautwell Pavement Materials Co., LTD., Jiangqiao Rd. No. 3, Chongqing 400000, China. Email: [email protected]

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  • Damage Behavior of Porous Asphalt Concrete under Load–Pore Pressure Effects, Journal of Materials in Civil Engineering, 10.1061/JMCEE7.MTENG-17290, 36, 4, (2024).

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