Abstract

This article presents a study evaluating the adhesion properties between asphalt and calcined bauxite. Limestone and granite were also compared with calcined bauxite. For this purpose, asphalt bond strength, surface free energy, and phase angle of asphalt and aggregate were tested. The chemical reaction and mechanical adhesion of asphalt–aggregate were also investigated using Fourier transform infrared spectroscopy (FTIR) and a surface roughness test. The results showed that the higher the alumina content of the calcined bauxite, the greater the adhesion. The adhesion properties of asphalt and aggregate were ranked as follows: limestone > calcined bauxite > granite. Based on the results of the gray correlation analysis, it can be concluded that the intermolecular interactions between asphalt and aggregate play a major role in adhesion. The interlocking caused by surface texture also affects adhesion to some extent. The larger work of adhesion and the more complex surface texture of calcined bauxite with higher alumina content are the main reasons for its higher adhesion. Calcined bauxite with low alumina content should be treated to enhance adhesion before it is used in asphalt mixtures for wearing courses.

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Data Availability Statement

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

Acknowledgments

The authors are grateful for the financial support from the China Scholarships Council (Grant No. 201806565048), the Traffic Innovation Management Consulting Research Project of Yunnan (Grant No. 2019304), the China Postdoctoral Science Foundation (Grant No. 2019M653520) and the Fundamental Research Funds for the Central Universities, Chang’an University (CHD) (Grant Nos. 300102319102 and 300102319202).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 7July 2020

History

Received: Jun 25, 2019
Accepted: Oct 25, 2019
Published online: Apr 23, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 23, 2020

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Associate Professor, School of Material Science and Engineering, Chang’an Univ., Xi’an 710064, China (corresponding author). ORCID: https://orcid.org/0000-0001-5814-2325. Email: [email protected]
Doctoral Student, School of Material Science and Engineering, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Haitao Tian [email protected]
Graduate Student, School of Material Science and Engineering, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Doctoral Student, School of Material Science and Engineering, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Graduate Student, School of Material Science and Engineering, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Associate Professor, School of Material Science and Engineering, Chang’an Univ., Xi’an 710064, China. Email: [email protected]
Senior Engineer, Yunnan Communications Investment and Construction Group Co., No.37 Qianxing Rd., Xishan District, Kunming, Yunnan Province 650011, China. Email: [email protected]

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