Abstract

Polyurethane (PU) asphalt binders have been proved to be a promising class of paving materials for steel bridge deck or highway road. This study further evaluated the performance of a thermosetting-PU (TS-PU) asphalt mixture and a thermoplastic-PU (TP-PU) asphalt mixture by conducting a series of tests to identify their advantages and disadvantages compared with common mixtures in practical engineering. It was demonstrated that the prepared PU asphalt mixtures exhibited better flexibility and low-temperature cracking resistance than an epoxy asphalt mixture, and the TP-PU asphalt mixture was better than a styrene-butadiene-styrene (SBS)-modified asphalt mixture. Although PU asphalt mixtures were worse than an epoxy asphalt mixture, they usually were markedly better than SBS-modified asphalt mixture in strength properties, high-temperature rutting resistance, fatigue resistance, and fuel erosion resistance. However, the water stability of the prepared PU asphalt mixtures was unsatisfactory. It also was demonstrated that the variance of the performance between PU asphalt mixtures was significant, and this variance was associated strongly with properties of PU asphalt binders, which suggests the importance of PU asphalt binder for obtaining a PU asphalt pavement with tailored performance.

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Data Availability Statement

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

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 6June 2022

History

Received: May 27, 2021
Accepted: Oct 14, 2021
Published online: Mar 22, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 22, 2022

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Ph.D. Candidate, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., Xi’an, Shaanxi 710064, PR China. Email: [email protected]
Zengping Zhang [email protected]
Professor, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., Xi’an, Shaanxi 710064, PR China (corresponding author). Email: [email protected]
Engineer, Dept. of Maintenance Engineering, Guangzhou Express Traffic Construction Co., Ltd., Guangdong, Guangzhou 510000, PR China. Email: [email protected]
Engineer, Dept. of Road Engineering Research, Shandong Transportation Research Institute, Jinan, Shandong 250000, PR China. Email: [email protected]
Wentong Wang [email protected]
Ph.D. Candidate, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., Xi’an, Shaanxi 710064, PR China. Email: [email protected]
Zhigang Huang [email protected]
Professor, Beijing Key Laboratory of Quality Evaluation Technology for Hygiene and Safety of Plastics, Beijing Technology and Business Univ., Beijing 100048, PR China. Email: [email protected]
Postgraduate, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., Xi’an, Shaanxi 710064, PR China. Email: [email protected]
Fangkai Luo [email protected]
Undergraduate, School of Transportation Engineering, Shandong Jianzhu Univ., Jinan, Shandong 250000, PR China. Email: [email protected]
Postgraduate, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., Xi’an, Shaanxi 710064, PR China. Email: [email protected]

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Cited by

  • Evaluation of asphalt ageing degree based on asphalt color, Engineering Research Express, 10.1088/2631-8695/acb11f, 5, 1, (015003), (2023).
  • Structural optimization of steel bridge deck pavement based on mixture performance and mechanical simulation, Construction and Building Materials, 10.1016/j.conbuildmat.2022.130217, 367, (130217), (2023).

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