Could high RAP mixtures be multi-recycled? Validation through long-term performance assessment

Q1 Engineering
V. Antunes , J. Neves , A.C. Freire
{"title":"Could high RAP mixtures be multi-recycled? Validation through long-term performance assessment","authors":"V. Antunes ,&nbsp;J. Neves ,&nbsp;A.C. Freire","doi":"10.1016/j.treng.2023.100215","DOIUrl":null,"url":null,"abstract":"<div><p>Reclaimed Asphalt Pavement (RAP) multi-recycling is a step forward in the circular economy by the reuse of materials in successive phases of the life cycle of infrastructures without downgrading their functionality. RAP application continues to be faced with some challenges and barriers that are yet to be overcome to enable its widespread use mainly for rates up to 100 %. With the increment of RAP mixtures use, the multi-recycling capacity will be a near future problem. This paper assessed the multi-recycling capacity of RAP in high incorporation rate (75 %) mixture for wearing courses, before and after ageing, using two recycling cycles. Both the short- and long-term performances of RAP mixtures were evaluated by mechanical and functional tests. In general, the second recycled RAP mixture showed similar or higher performance than the virgin asphalt mixture. It showed a 23 % lower stiffness modulus, a 37 % higher fatigue resistance and 62 % lower permanent deformation than virgin asphalt mixture. Moreover, it presented non-sensitivity to water damage and good functional performance. The RAP multi-recycling capacity was validated. Further studies can be developed for other types of asphalt mixtures.</p></div>","PeriodicalId":34480,"journal":{"name":"Transportation Engineering","volume":"14 ","pages":"Article 100215"},"PeriodicalIF":0.0000,"publicationDate":"2023-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2666691X23000556/pdfft?md5=5e15755e7fec77058675231986b447df&pid=1-s2.0-S2666691X23000556-main.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Engineering","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2666691X23000556","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 0

Abstract

Reclaimed Asphalt Pavement (RAP) multi-recycling is a step forward in the circular economy by the reuse of materials in successive phases of the life cycle of infrastructures without downgrading their functionality. RAP application continues to be faced with some challenges and barriers that are yet to be overcome to enable its widespread use mainly for rates up to 100 %. With the increment of RAP mixtures use, the multi-recycling capacity will be a near future problem. This paper assessed the multi-recycling capacity of RAP in high incorporation rate (75 %) mixture for wearing courses, before and after ageing, using two recycling cycles. Both the short- and long-term performances of RAP mixtures were evaluated by mechanical and functional tests. In general, the second recycled RAP mixture showed similar or higher performance than the virgin asphalt mixture. It showed a 23 % lower stiffness modulus, a 37 % higher fatigue resistance and 62 % lower permanent deformation than virgin asphalt mixture. Moreover, it presented non-sensitivity to water damage and good functional performance. The RAP multi-recycling capacity was validated. Further studies can be developed for other types of asphalt mixtures.

高RAP混合物可以多次回收吗?通过长期绩效评估进行验证
再生沥青路面(RAP)的多重回收是循环经济的一个进步,通过在基础设施生命周期的连续阶段重复使用材料而不降低其功能。RAP应用仍然面临着一些挑战和障碍,这些挑战和障碍有待克服,以使其能够广泛应用,主要用于高达100%的产率。随着RAP混合料使用量的增加,多循环利用能力将成为近期的问题。采用两次循环的方法,评价了高掺入率(75%)混合料中RAP在老化前和老化后的多次回收能力。通过力学和功能试验对RAP混合料的短期和长期性能进行了评价。总的来说,二次再生RAP混合料的性能与原沥青混合料相似或更高。与原始沥青混合料相比,其刚度模量降低23%,抗疲劳性能提高37%,永久变形降低62%。对水损伤不敏感,具有良好的功能性能。验证了RAP的多次回收能力。对其他类型的沥青混合料可以进行进一步的研究。
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 求助全文
来源期刊
Transportation Engineering
Transportation Engineering Engineering-Automotive Engineering
CiteScore
8.10
自引率
0.00%
发文量
46
审稿时长
90 days
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信