Technical Papers
Jul 18, 2024

Influence of Aggregate Types on the Long-Term Skid Resistance of Porous Asphalt Mixture Based on the Laboratory MMLS

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 10

Abstract

In order to study the influence of aggregate types on the long-term skid resistance of asphalt pavement, six different types of aggregates such as arkose, red sandstone, limestone, basalt, diabase, and granite were selected. The one-third-scale model mobile load simulator (MMLS) was used to conduct wear tests on porous asphalt mixtures (PA-13) prepared with six types of aggregates. The antiskid performance indicators of British pendulum number (BPN) and macrotexture depth (MTD) of the mixture were measured under different loading times. After wear, the microtexture, hardness, and mineral composition of the aggregates were tested using a laser scanning confocal microscope (LSCM), Vickers hardness tester (VHT), and X-ray diffractometer (XRD) to reveal the mechanism of antiskid durability of different aggregates. The results show that the asphalt mixture prepared with sandstone and granite aggregate has the best antiskid durability, and the attenuation rate and loss rate of antiskid performance are the smallest. The micro-texture of the worn aggregates shows that sandstone and granite are the roughest, whereas limestone is the smoothest. The correlation between texture index of Rsk and the antiskid performance is the greatest. The more complex the mineral composition of the aggregate and the greater the Vickers hardness, the better the antiskid durability of the asphalt mixture.

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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 gratefully acknowledge the financial supports by the National Natural Science Foundation (Grant No. 52278428), the Young-and Middle-Aged Project of Education Department of Hubei Province (Grant No. Q20222602), and Hubei University of Arts and Sciences Research Initiation Fund Project (qdf2022022).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 10October 2024

History

Received: Sep 27, 2023
Accepted: Mar 6, 2024
Published online: Jul 18, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 18, 2024

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Lecturer, School of Civil Engineering and Architecture, HuBei Univ. of Arts and Science, Xiangyang 441053, China; Hubei Superior and Distinctive Discipline Group of “New Energy Vehicle and Smart Transportation”, Xiangyang, China (corresponding author). ORCID: https://orcid.org/0000-0003-4967-5554. Email: [email protected]; [email protected]
Nanxiang Zheng, Ph.D. [email protected]
Professor, School of Highway, Changan Univ., Xi’an 710064, China. Email: [email protected]
Zhao Fujing [email protected]
Lecturer, School of Education, Hubei Univ. of Arts and Science, Xiangyang 441053, China. Email: [email protected]
Yuanyuan Wang [email protected]
Professor, School of Civil Engineering and Architecture, Hubei Univ. of Arts and Science, Xiangyang 441053, China. Email: [email protected]
Jinshun Xue, Ph.D. [email protected]
Professor, School of Civil Engineering and Architecture, Hubei Univ. of Arts and Science, Xiangyang 441053, China. Email: [email protected]

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