Rejuvenation performance and mechanism of aged SBS modified asphalt rejuvenated by bio-oil based rejuvenators

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Jiaomin Huo , Xiao Zhang , Fang Liu , Yufeng Liu , Yanfeng Niu , Hengji Zhang , Pengyuan Liu
{"title":"Rejuvenation performance and mechanism of aged SBS modified asphalt rejuvenated by bio-oil based rejuvenators","authors":"Jiaomin Huo ,&nbsp;Xiao Zhang ,&nbsp;Fang Liu ,&nbsp;Yufeng Liu ,&nbsp;Yanfeng Niu ,&nbsp;Hengji Zhang ,&nbsp;Pengyuan Liu","doi":"10.1016/j.conbuildmat.2024.139366","DOIUrl":null,"url":null,"abstract":"<div><div>To further understand the performance and mechanism of bio-oil based rejuvenators during hot recycling with high-content reclaimed styrene-butadiene-styrene (SBS) modified asphalt pavement (RAP-SBS), three kinds of bio-oil based rejuvenators (R1: waste edible oil (WEO), R2: WEO and SBS compound, R3: WEO and reactive agent compound) with different dosages (4 %, 8 %, and 12 %) were used to prepare rejuvenated SBS modified asphalt in this study. Dynamic shear rheometer (DSR) and bending beam rheometer (BBR) were used to study the rheological performances at high, medium, and low temperatures. Fluorescence microscopy (FM) and Fourier transform infrared (FT-IR) spectroscopy were utilized to reveal the rejuvenation mechanisms. The results show that R1 mitigates the agglomeration of aged SBS, and its rejuvenated asphalts have inferior permanent deformation resistance and superior elastic recovery ability but insufficient stress relaxation at extremely low temperatures. R2 can supplement the SBS phase while the ability to repair the network structure is limited, and the permanent deformation resistance of its rejuvenated asphalts is the best. R3 can effectively restore the network structure through chemical reactions. Its rejuvenated asphalts exhibit the best resistance to fatigue cracking. Also, they can significantly improve the speed of viscoelastic flow to release shrinkage stress at low temperatures. Based on the rheological performances of rejuvenated asphalts, utilizing the Technique for Order Preference by Similarity to Ideal Solution (TOPSIS) analysis, the recommended dosages are R2 at 12 %, and R3 at 8 %.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"457 ","pages":"Article 139366"},"PeriodicalIF":7.4000,"publicationDate":"2024-11-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061824045082","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

To further understand the performance and mechanism of bio-oil based rejuvenators during hot recycling with high-content reclaimed styrene-butadiene-styrene (SBS) modified asphalt pavement (RAP-SBS), three kinds of bio-oil based rejuvenators (R1: waste edible oil (WEO), R2: WEO and SBS compound, R3: WEO and reactive agent compound) with different dosages (4 %, 8 %, and 12 %) were used to prepare rejuvenated SBS modified asphalt in this study. Dynamic shear rheometer (DSR) and bending beam rheometer (BBR) were used to study the rheological performances at high, medium, and low temperatures. Fluorescence microscopy (FM) and Fourier transform infrared (FT-IR) spectroscopy were utilized to reveal the rejuvenation mechanisms. The results show that R1 mitigates the agglomeration of aged SBS, and its rejuvenated asphalts have inferior permanent deformation resistance and superior elastic recovery ability but insufficient stress relaxation at extremely low temperatures. R2 can supplement the SBS phase while the ability to repair the network structure is limited, and the permanent deformation resistance of its rejuvenated asphalts is the best. R3 can effectively restore the network structure through chemical reactions. Its rejuvenated asphalts exhibit the best resistance to fatigue cracking. Also, they can significantly improve the speed of viscoelastic flow to release shrinkage stress at low temperatures. Based on the rheological performances of rejuvenated asphalts, utilizing the Technique for Order Preference by Similarity to Ideal Solution (TOPSIS) analysis, the recommended dosages are R2 at 12 %, and R3 at 8 %.
求助全文
约1分钟内获得全文 求助全文
来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
期刊介绍: Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged. Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.
×
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