Technical Papers
Jul 26, 2024

Research on Design and Performance of Microsurfacing Asphalt Mixture with Waste Glass Aggregate

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

Abstract

Waste glass as a solid waste is urgently needed to utilize and alleviate the shortage of natural aggregate. In this paper, a styrene-butadiene rubber (SBR) modified emulsified asphalt microsurfacing mixture was prepared by partially replacing basalt aggregate with waste glass, and the interlayer shear resistance and night visibility were explored. The optimum content of SBR was determined by evaluating the properties of SBR-modified emulsified asphalt. The wet track abrasion and load wheel test were chosen to optimize the content of asphalt. Moreover, Leutner shear strength was measured to characterize the interlayer shear resistance, and the night visibility was certified through qualitative and quantitative methods. The experimental results indicate that modified emulsified asphalt exhibits good properties when the dosage of SBR is 4%. The addition of waste glass exerts a certain weakening effect on interlayer shear resistance of the microsurfacing mixture, but the adverse impact could be neglected when the content of coarse and fine waste glass is less than 15%. The night visibility is improved significantly when the waste glass is added; the retroreflection coefficients are 52.2 and 45.7  mcd/lx/m2, respectively, when the content of waste glass fine aggregate and waste glass coarse aggregate reaches 20%, and the reflective effect brought by waste glass fine aggregate is more remarkable. The application of waste glass in the microsurfacing mixture realizes the resource utilization of solid waste, provides a safe environment for driving at night, and achieves the effects of traffic guidance and landscape.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The work presented in this paper is financially supported by the Opening Project of National Engineering Research Center of Advanced Road Materials (Grant No. 22990169).
Author contributions: Yansong Fan: investigation and writing original draft; Meizhu Chen: project administration and formal analysis; Wei Liu: supervision and writing review and editing; Zhenglong Lv: writing review and editing; Ming Cheng: writing review and editing; and Jianwei Zhang: writing review and editing.

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

History

Received: Nov 17, 2023
Accepted: Mar 19, 2024
Published online: Jul 26, 2024
Published in print: Oct 1, 2024
Discussion open until: Dec 26, 2024

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Yansong Fan [email protected]
Ph.D. Student, School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, China. Email: [email protected]
Meizhu Chen [email protected]
Professor, School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, China. Email: [email protected]
Professor of Engineering, National Engineering Research Center of Advanced Road Materials, Roads Engineering Dept. (Pavement Maintence Dept.), Transportation Research Division, JSTI Group, Nanjing 116083, China (corresponding author). Email: [email protected]
Zhenglong Lv [email protected]
Senior Engineer, National Engineering Research Center of Advanced Road Materials, Roads Engineering Dept. (Pavement Maintence Dept.), Transportation Research Division, JSTI Group, Nanjing 116083, China. Email: [email protected]
Master’s Graduate, School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, China. Email: [email protected]
Jianwei Zhang [email protected]
Ph.D. Student, School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, China. Email: [email protected]

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