Technical Papers
Jun 29, 2021

Comparison of the Polishing Resistances of Concrete Pavement Surface Textures Prepared with Different Technologies Using the Aachen Polishing Machine

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 9

Abstract

Due to greater durability and lower maintenance costs, concrete pavements are more competitive than asphalt pavements in areas where rigid pavements are required. To ensure the surface skid resistance of concrete pavement for driving safety, appropriate textures must be created on the concrete pavement surface. Common surface texturing treatments in Germany include exposed aggregate, grinding and grooving, and sealing methods. To investigate the influence of different surface texturing methods on the wearing resistance of concrete pavement, concrete pavement samples with six different surface textures were manufactured in this study. The advanced Aachen Polishing Machine (APM) was used to simulate the different polishing states on the extracted samples with 0, 16, 33, 100, 200, and 300 min of real-tire polishing effect. After each polishing stage, a series of surface characteristic tests was conducted to evaluate the wearing characteristics of pavement samples. The test results showed that different surface textures have different long-term polishing resistances. Of the texturing methods investigated, the exposed aggregate and sealing treatments provide the best long-term polishing resistance for plastic and hardened concrete, respectively. This research provided a comprehensive evaluation of and significant guidance on the selection of surface treatment methods for new construction of cement pavement and surface maintenance of hardened concrete pavement.

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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 work was supported financially by the National Key Research and Development Program of China (2018YFB1600100), the Natural Science Foundation of Heilongjiang Province (JJ2020ZD0015), and the German Research Foundation (OE514/1-2 and FOR2089). The authors thank the Munich University of Technology for the use of their grinding and grooving machine to produce the texturing methods.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 9September 2021

History

Received: Mar 30, 2020
Accepted: Feb 10, 2021
Published online: Jun 29, 2021
Published in print: Sep 1, 2021
Discussion open until: Nov 29, 2021

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Authors

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Guoyang Lu, Ph.D. [email protected]
Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong SAR, China; Visiting Scholar, School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Rd., Nangang District, Harbin 150090, China. Email: [email protected]
Ph.D. Candidate, School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Rd., Nangang District, Harbin 150090, China. Email: [email protected]
Zhen Leng, Ph.D. [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong SAR, China. Email: [email protected]
Dawei Wang, Ph.D. [email protected]
Professor, School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Rd., Nangang District, Harbin 150090, China; Professor, Institute of Highway Engineering, RWTH Aachen Univ., Mies-van-der-Rohe-Str. 1, D52074 Aachen, Germany (corresponding author). Email: [email protected]
Bin Hong, Ph.D. [email protected]
Lecturer, School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Rd., Nangang District, Harbin 150090, China. Email: [email protected]
Jianpin Xiong, Ph.D.
Professorate Senior Engineer, Guangxi Key Lab of Road Structure and Materials, Nanning 530007, Guangxi, China.
Jincheng Wei, Ph.D. [email protected]
Senior Engineer, Shandong Transportation Research Institute, Shandong, China. Email: [email protected]
Markus Oeser, Ph.D. [email protected]
Professor, Institute of Highway Engineering, RWTH Aachen Univ., Mies-van-der-Rohe-Street 1, 52074 Aachen, Germany. Email: [email protected]

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  • Investigations on the long-term skid resistance of epoxy asphalt mixture based on accelerated loading test, Construction and Building Materials, 10.1016/j.conbuildmat.2022.130150, 365, (130150), (2023).
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