Laboratory Evaluation of Asphalt Containing Recycled Plastic as a Bitumen Extender and Modifier

G. White, Connor Magee
{"title":"Laboratory Evaluation of Asphalt Containing Recycled Plastic as a Bitumen Extender and Modifier","authors":"G. White, Connor Magee","doi":"10.17265/2328-2142/2019.05.004","DOIUrl":null,"url":null,"abstract":": Recent interest in recycling and reuse of waste plastic has resulted in a dramatic increase in the evaluation of waste plastic as an extender and/or modifier of bituminous binder for asphalt production. Although significant field trials of waste plastic modified asphalt have been reported in Australia since 2017, no laboratory evaluation of the effects of these products on the engineering properties of binder and asphalt has been published. In this research, two commercially available recycled waste plastic products were evaluated in the laboratory. One product is intended to be plastomeric while the other is intended to be elastomeric in nature. Compared to unmodified viscosity grade bitumen and acid modified multigrade, the recycled plastic products increased the viscosity and softening temperature of the binder and introduced significant elastic recovery. Following dry-mixing into asphalt, the recycled plastic products were associated with improved mixture deformation resistance and increased mixture stiffness. However, the mixtures containing recycled plastic were also associated with an increase in moisture susceptibility and their fatigue lives were not significantly different to those of the control mixtures. Further research is recommended to better understand the modest reduction in moisture damage resistance associated with recycled plastic, as well as the digestion of recycled plastic via the dry-mixing process.","PeriodicalId":62390,"journal":{"name":"交通与运输工程:英文版","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2019-10-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"13","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"交通与运输工程:英文版","FirstCategoryId":"1087","ListUrlMain":"https://doi.org/10.17265/2328-2142/2019.05.004","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 13

Abstract

: Recent interest in recycling and reuse of waste plastic has resulted in a dramatic increase in the evaluation of waste plastic as an extender and/or modifier of bituminous binder for asphalt production. Although significant field trials of waste plastic modified asphalt have been reported in Australia since 2017, no laboratory evaluation of the effects of these products on the engineering properties of binder and asphalt has been published. In this research, two commercially available recycled waste plastic products were evaluated in the laboratory. One product is intended to be plastomeric while the other is intended to be elastomeric in nature. Compared to unmodified viscosity grade bitumen and acid modified multigrade, the recycled plastic products increased the viscosity and softening temperature of the binder and introduced significant elastic recovery. Following dry-mixing into asphalt, the recycled plastic products were associated with improved mixture deformation resistance and increased mixture stiffness. However, the mixtures containing recycled plastic were also associated with an increase in moisture susceptibility and their fatigue lives were not significantly different to those of the control mixtures. Further research is recommended to better understand the modest reduction in moisture damage resistance associated with recycled plastic, as well as the digestion of recycled plastic via the dry-mixing process.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
含再生塑料沥青增稠剂和改性剂的实验室评价
最近对废塑料回收和再利用的兴趣导致废塑料作为沥青生产的沥青粘合剂的扩展剂和/或改性剂的评价急剧增加。尽管自2017年以来,澳大利亚已经报道了废塑料改性沥青的重要现场试验,但尚未发表关于这些产品对粘合剂和沥青工程性能影响的实验室评估。在本研究中,在实验室中对两种市售回收废塑料产品进行了评估。一种产品是塑性的,而另一种是弹性体的。与未改性的粘度级沥青和酸改性多级沥青相比,再生塑料制品的黏合剂粘度和软化温度均有所提高,弹性回复率显著提高。将再生塑料制品干拌成沥青后,可提高混合料的抗变形能力,增加混合料的刚度。然而,含有再生塑料的混合物也与水分敏感性增加有关,其疲劳寿命与对照混合物没有显著差异。建议进一步研究,以更好地了解与再生塑料有关的适度降低抗湿损伤性,以及通过干混过程消化再生塑料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
153
期刊最新文献
An Analysis of Users’/Customers’ Perceptions of the Nigerian Rail Transport Services The Inspection of Level Crossing Rails Using Guided Waves Quantifying the Impact of Transportation Network Companies on Urban Congestion in a Medium Sized City Evaluation of Dilemma Zone Protection on High-Speed Arterials with Signal Coordination Probabilistic Safety Analysis of High Speed and Conventional Lines Using Bayesian Networks
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1