Abstract

The use of waste products in the production of asphalt binders and asphalt mixtures has become widespread due to economic and environmental benefits. In particular, the use of recycled waste plastic in asphalt binders and mixtures is gaining more attention. This review presents analyses and comparisons of various forms of waste plastic used in asphalt modification, and approaches to incorporating waste plastic into asphalt mixtures, both for single and composite modifications. It focuses on the properties of waste plastics, asphalt binders, and asphalt mixtures. Overall, the incorporation of plastic waste into asphalt mixtures can significantly improve high-temperature performance and has potential economic and environmental benefits. The performance of modified asphalt is highly dependent on multiple factors, such as waste sources, waste plastic dosages, blending conditions, and the pretreatment methods for waste plastic. There are different ways to apply waste plastics to blend into a mixture. In addition, this paper discusses the current challenges for waste plastic-modified asphalt, including the stability, low-temperature performance, modification mechanism, and laboratory problems of the blends. The use of chemical methods, such as additives and functionalization, is considered an effective way to achieve better interactions between waste plastics and the binder, as well as achieving a higher sufficiency utilization rate of waste plastics. Although both methods provide alternative options to produce waste plastic-modified asphalt with stability and high performance, the optimal proportion of materials used in the blends and the microcosmic mechanism of composite modified asphalt are not clear, and should be explored further.

Highlights

  • Compared with other reviews, this paper discusses the current challenge for waste plasticmodified asphalt including the stability, low-temperature performance, the modification mechanism, and laboratory problems of the asphalt blends, as well as provides potential ways to improve the properties of waste plastic asphalt and mixtures

  • The results have shown that the addition of waste plastic materials into the reclaimed asphalt pavement (RAP) mixture potentially improves the durability of the pavement [143]

  • This paper presented a review of the waste plastics most commonly used in asphalt binders and mixtures, analyzed and compared various approaches for waste plastics-modified asphalt and mixture production, and discussed the influence of the main factors on the properties of modified asphalt and mixtures

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Summary

Environmental Problems Caused by Plastic Waste

Plastics have been widely used in diverse fields for their substantial benefits in terms of cost-effectiveness, light weight, durability, and ease of processing relative to many other materials [1,2]. Plastic waste in the US, China, and other countries has long been disposed of by landfill and incineration (for energy recovery). The recycling and utilization of plastic waste have been considered a golden management strategy for reducing environmental impact and natural resource depletion [1,15]. Countries around the world have introduced policies to ban the use of plastics. It was announced that the use of disposable plastic products would be banned from 2021. Enactment of the ‘Plastic Resource Recycling Promotion Act’ in 2019 to reduce disposable plastic products by. Environment of China published a Notice for a ban on the use of disposable plastic products

The Benefits of Using Waste Plastic in Asphalt
Waste Plastic and Sources
Forms of Waste Plastics Used in Asphalt
Approaches to Incorporating Waste Plastics into Asphalt
Method
Single Modification
Composite Modification
Waste Plastic Properties
Asphalt Binder Properties
Waste Plastic Dosage
Blending Conditions
Pretreatment Methods for Waste Plastic
Physical Method
Chemical Method
Engineering Properties
Environmental Concerns
Practical Engineering Applications
Low-Temperature Performance
Storage Stability
Microcosmic Modification Mechanism
Laboratory Operational Problems
Conclusions
Findings
Future Recommendations
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