Investigation on microstructure characteristics of crumb rubber compound modified asphalt at preparation process

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Road Materials and Pavement Design Pub Date : 2023-11-10 DOI:10.1080/14680629.2023.2278142
Hui Wang, Jia Li, Yufeng Tang, Jingpu Zhu, Weilin Huang, Xu Wang, Juan Xie
{"title":"Investigation on microstructure characteristics of crumb rubber compound modified asphalt at preparation process","authors":"Hui Wang, Jia Li, Yufeng Tang, Jingpu Zhu, Weilin Huang, Xu Wang, Juan Xie","doi":"10.1080/14680629.2023.2278142","DOIUrl":null,"url":null,"abstract":"AbstractThis study presented the investigation on the microstructure characteristics and the interaction among asphalt, crumb rubber (CR) and modifiers (softener, activator, and cross-linking agent) of crumb rubber compound modified asphalt (CRCMA) at process phases by microscopic testing techniques. The results showed that CRCMA had excellent rheological properties at high or low-temperature. The softener was only physically mixed with asphalt and did not change the microscopic morphology of the asphalt. The activator can break some of the chemical bonds of CR and promote the desulphurization degradation reaction which makes the asphalt show a large number of small-body type mesh structures and a small amount of chains in microscopic morphology. The crosslinking agent provided a source of sulphur to induce the crosslinking reaction which resulted in an increase in the reticulation of CRCMA. Finally, a modification mechanism model and the evolution mechanisms based on the microstructure characteristics at preparation phases of CRCMA were proposed.KEYWORDS: Crumb rubber compound modified asphaltmicroscopic testinterfacial microstructure characteristicsmechanism analysisevolution laws Disclosure statementNo potential conflict of interest was reported by the author(s).Additional informationFundingThis work was supported by the National Key Research and Development Program of China [grant number 2021YFB2600900]; the Postgraduate Scientific Research Innovation Project of Changsha University of Science and Technology [grant number CX2021SS110]; the Science and Technology Planning Project of Hunan Transportation Department of China [grant number 201825,B202112,202209]; the Changsha Natural Science Foundation of China [grant number kq2202205]; the National Natural Science Foundation of China [grant number 52178411].","PeriodicalId":21475,"journal":{"name":"Road Materials and Pavement Design","volume":null,"pages":null},"PeriodicalIF":3.4000,"publicationDate":"2023-11-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Road Materials and Pavement Design","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/14680629.2023.2278142","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0

Abstract

AbstractThis study presented the investigation on the microstructure characteristics and the interaction among asphalt, crumb rubber (CR) and modifiers (softener, activator, and cross-linking agent) of crumb rubber compound modified asphalt (CRCMA) at process phases by microscopic testing techniques. The results showed that CRCMA had excellent rheological properties at high or low-temperature. The softener was only physically mixed with asphalt and did not change the microscopic morphology of the asphalt. The activator can break some of the chemical bonds of CR and promote the desulphurization degradation reaction which makes the asphalt show a large number of small-body type mesh structures and a small amount of chains in microscopic morphology. The crosslinking agent provided a source of sulphur to induce the crosslinking reaction which resulted in an increase in the reticulation of CRCMA. Finally, a modification mechanism model and the evolution mechanisms based on the microstructure characteristics at preparation phases of CRCMA were proposed.KEYWORDS: Crumb rubber compound modified asphaltmicroscopic testinterfacial microstructure characteristicsmechanism analysisevolution laws Disclosure statementNo potential conflict of interest was reported by the author(s).Additional informationFundingThis work was supported by the National Key Research and Development Program of China [grant number 2021YFB2600900]; the Postgraduate Scientific Research Innovation Project of Changsha University of Science and Technology [grant number CX2021SS110]; the Science and Technology Planning Project of Hunan Transportation Department of China [grant number 201825,B202112,202209]; the Changsha Natural Science Foundation of China [grant number kq2202205]; the National Natural Science Foundation of China [grant number 52178411].
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
橡胶屑复合改性沥青制备过程微结构特性研究
摘要采用显微测试技术研究了橡胶屑复合改性沥青(CRCMA)的微观结构特征,以及沥青、橡胶屑(CR)和改性剂(软化剂、活化剂和交联剂)在工艺阶段的相互作用。结果表明,CRCMA在高低温条件下均具有优异的流变性能。软化剂仅与沥青物理混合,不改变沥青的微观形态。活化剂能破坏CR的部分化学键,促进脱硫降解反应,使沥青在微观形态上呈现大量小体型网状结构和少量链。交联剂为诱导交联反应提供了硫源,导致CRCMA的网状结构增加。最后,提出了基于CRCMA制备阶段微观结构特征的改性机理模型和演化机理。关键词:橡胶颗粒改性沥青微观试验界面微观结构特征机理分析演化规律披露声明作者未发现潜在利益冲突。项目资助:国家重点研发计划项目[批准号2021YFB2600900];长沙理工大学研究生科研创新项目[批准号:CX2021SS110];湖南省交通厅科技规划项目[批准号201825,B202112,202209];长沙市自然科学基金[批准号kq2202205];国家自然科学基金[批准号52178411]。
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
Road Materials and Pavement Design
Road Materials and Pavement Design 工程技术-材料科学:综合
CiteScore
8.10
自引率
8.10%
发文量
105
审稿时长
3 months
期刊介绍: The international journal Road Materials and Pavement Design welcomes contributions on mechanical, thermal, chemical and/or physical properties and characteristics of bitumens, additives, bituminous mixes, asphalt concrete, cement concrete, unbound granular materials, soils, geo-composites, new and innovative materials, as well as mix design, soil stabilization, and environmental aspects of handling and re-use of road materials. The Journal also intends to offer a platform for the publication of research of immediate interest regarding design and modeling of pavement behavior and performance, structural evaluation, stress, strain and thermal characterization and/or calculation, vehicle/road interaction, climatic effects and numerical and analytical modeling. The different layers of the road, including the soil, are considered. Emerging topics, such as new sensing methods, machine learning, smart materials and smart city pavement infrastructure are also encouraged. Contributions in the areas of airfield pavements and rail track infrastructures as well as new emerging modes of surface transportation are also welcome.
期刊最新文献
Effect of high-density-polyethylene (HDPE) and waste tire rubber (WTR) on laboratory performance of styrene butadiene styrene (SBS) modified asphalt Utilising natural pigments as a filler replacement on the mix design, performance and colorimetric characteristics of the microsurfacing mixture: laboratory evaluation Bitumen and mastic local rupture test modelling with DEM An investigation of the asphalt blending during recycling using the analytical solutions of the binder diffusion models Mechanism and structure of micro-nanofluid directional heat conduction in asphalt pavement in plateau permafrost regions
×
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