Mechanical performance of cold mix asphalt containing cup lump rubber as a sustainable bio-modifier

IF 7.4 2区 工程技术 Q1 ENGINEERING, CIVIL Journal of Traffic and Transportation Engineering-English Edition Pub Date : 2024-06-01 DOI:10.1016/j.jtte.2023.08.001
Syed Abdul Ghafar , Muhammad Naqiuddin Mohd Warid , Norhidayah Abdul Hassan , Zulfiqar Ali Jattak , Ashraf Abdalla Mohammed Radwan
{"title":"Mechanical performance of cold mix asphalt containing cup lump rubber as a sustainable bio-modifier","authors":"Syed Abdul Ghafar ,&nbsp;Muhammad Naqiuddin Mohd Warid ,&nbsp;Norhidayah Abdul Hassan ,&nbsp;Zulfiqar Ali Jattak ,&nbsp;Ashraf Abdalla Mohammed Radwan","doi":"10.1016/j.jtte.2023.08.001","DOIUrl":null,"url":null,"abstract":"<div><p>The road construction industry aims to contribute to the protection of already compromised environment. Cold mix asphalt (CMA) is a measure initiated by the road industry to protect the environment and preserve energy. Despite having additional benefits, CMA has attracted little attention due to its inferior performance. CMA's performance is enhanced using a sustainable binder bio-modifier, natural cup lump rubber (CLR) is one of them. This study evaluated the tensile properties, rutting, moisture susceptibility, and adhesion properties of CLR-modified CMA (CMA-CR). The tensile property was enhanced by 26% due to CLR modification. CMA-CR had excellent rutting resistance of less than 2 mm rut depth at 10,000 load cycles, showing 70% improvement compared with conventional CMA. Moisture susceptibility evaluation indicated that CMA-CR had tensile strength ratio (TSR) value of 104%, satisfying the minimum 80% requirement of AASHTO T283. It also retained more than 96% bitumen coating. The moisture damage resistance was improved by 12% and 10% in terms of TSR and stripping, respectively. The durability results revealed that the CMA-CR mixture prevented higher mass loss, representing 14% improvement compared with conventional CMA.</p></div>","PeriodicalId":47239,"journal":{"name":"Journal of Traffic and Transportation Engineering-English Edition","volume":null,"pages":null},"PeriodicalIF":7.4000,"publicationDate":"2024-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2095756424000552/pdfft?md5=b94fa2a845d96981a2881275ff8f235d&pid=1-s2.0-S2095756424000552-main.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Traffic and Transportation Engineering-English Edition","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2095756424000552","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

The road construction industry aims to contribute to the protection of already compromised environment. Cold mix asphalt (CMA) is a measure initiated by the road industry to protect the environment and preserve energy. Despite having additional benefits, CMA has attracted little attention due to its inferior performance. CMA's performance is enhanced using a sustainable binder bio-modifier, natural cup lump rubber (CLR) is one of them. This study evaluated the tensile properties, rutting, moisture susceptibility, and adhesion properties of CLR-modified CMA (CMA-CR). The tensile property was enhanced by 26% due to CLR modification. CMA-CR had excellent rutting resistance of less than 2 mm rut depth at 10,000 load cycles, showing 70% improvement compared with conventional CMA. Moisture susceptibility evaluation indicated that CMA-CR had tensile strength ratio (TSR) value of 104%, satisfying the minimum 80% requirement of AASHTO T283. It also retained more than 96% bitumen coating. The moisture damage resistance was improved by 12% and 10% in terms of TSR and stripping, respectively. The durability results revealed that the CMA-CR mixture prevented higher mass loss, representing 14% improvement compared with conventional CMA.

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
含有杯状块状橡胶作为可持续生物改性剂的冷拌沥青的机械性能
筑路业的目标是为保护已经受到破坏的环境做出贡献。冷拌沥青(CMA)是道路行业为保护环境和节约能源而采取的一项措施。尽管冷拌沥青具有额外的优点,但由于其性能较差,因此很少受到关注。使用可持续粘结剂生物改性剂可提高 CMA 的性能,天然杯状块状橡胶(CLR)就是其中之一。本研究评估了 CLR 改性 CMA(CMA-CR)的拉伸性能、车辙、湿敏性和粘附性。CLR 改性后,拉伸性能提高了 26%。与传统 CMA 相比,CMA-CR 具有优异的抗车辙性能,在 10,000 次载荷循环下车辙深度小于 2 毫米,提高了 70%。湿气敏感性评估表明,CMA-CR 的拉伸强度比(TSR)值为 104%,满足 AASHTO T283 规定的最低 80% 的要求。它还保留了 96% 以上的沥青涂层。就 TSR 和剥离率而言,抗湿损性能分别提高了 12% 和 10%。耐久性结果显示,CMA-CR 混合物可防止更高的质量损失,与传统 CMA 相比提高了 14%。
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
CiteScore
13.60
自引率
6.30%
发文量
402
审稿时长
15 weeks
期刊介绍: The Journal of Traffic and Transportation Engineering (English Edition) serves as a renowned academic platform facilitating the exchange and exploration of innovative ideas in the realm of transportation. Our journal aims to foster theoretical and experimental research in transportation and welcomes the submission of exceptional peer-reviewed papers on engineering, planning, management, and information technology. We are dedicated to expediting the peer review process and ensuring timely publication of top-notch research in this field.
期刊最新文献
Potential applications for composite utilization of rubber and plastic in asphalt pavements: A critical review Design equations for maximum stress concentration factors for concrete-filled steel tubular K-joints A systematic review of digital twins for electric vehicles Architecture, application, and prospect of digital twin for highway infrastructure Assessing the risk of pedestrian crossing behavior on suburban roads using structural equation model
×
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