{"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].
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.