Technical Papers
Sep 20, 2022

Research on the Optimum Asphalt Film Thickness of Asphalt Mixtures and Its Influence on the Pavement Performance Based on the CT and Blaine Method

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 12

Abstract

The calculation method of asphalt film thickness was proposed by considering the specific surface area of coarse and fine aggregates [computed tomography (CT) and Blaine test methods] and the wrapping effect of fine particles (<0.075  mm) on the aggregates to investigate the optimal asphalt dosage of asphalt mixtures. The effect of asphalt film thickness on the pavement performance of asphalt mixtures was studied. The optimal asphalt film thickness determination method for asphalt mixtures is proposed based on the pavement performance. The study shows that the asphalt film thickness of 4.4  μm has the best high-temperature performance. The higher the asphalt film thickness, the better its low-temperature performance, water stability, and fatigue performance. The optimal asphalt film thickness is selected according to the performance requirements of the asphalt mixture in different structural layers and environmental conditions.

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Data Availability Statement

Some or all data, models, or codes that support the results of this study are available from the corresponding author on reasonable request.

Acknowledgments

This research was supported by the Science and Technology Project of the Shannxi Provincial Department of Transportation (No. 20-02K), the National Natural Science Foundation of China (NSFC) (No. 51408044), and the Scientific Research of Central Colleges of China for the Chang’an University (No. 300102218212). The authors gratefully acknowledge all the financial support.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 12December 2022

History

Received: Sep 24, 2021
Accepted: Mar 15, 2022
Published online: Sep 20, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 20, 2023

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Ph.D. Candidate, Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an, Shaanxi 710064, China. ORCID: https://orcid.org/0000-0003-1785-5454. Email: [email protected]
Yingjun Jiang [email protected]
Professor, Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an, Shaanxi 710064, China (corresponding author). Email: [email protected]
Ph.D. Candidate, Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an, Shaanxi 710064, China. Email: [email protected]
Jiangtao Fan [email protected]
Ph.D. Candidate, Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an, Shaanxi 710064, China. Email: [email protected]
Difeng Yang [email protected]
Master’s Candidate, Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an 710064, China. Email: [email protected]
Ph.D. Candidate, Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an, Shaanxi 710064, China. Email: [email protected]
Xiaoping Ji [email protected]
Professor, Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., South 2nd Ring Rd., Middle Section, Xi’an, Shaanxi 710064, China. Email: [email protected]
Jinshun Xue [email protected]
Lecturer, School of Civil Engineering and Architecture, Hubei Univ. of Arts and Science, No. 296, Longzhong Rd., Xiangyang 441053, China. Email: [email protected]

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Cited by

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