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    Material Design and Mechanism Explanation of Epoxy Asphalt Toughened with SBS/CR and CSR

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008::page 04024215-1
    Author:
    Yulou Fan
    ,
    Yixin Zhou
    ,
    Bingshen Chen
    ,
    Peng Huang
    ,
    Xingyu Yi
    ,
    You Wu
    ,
    Houzhi Wang
    ,
    Jun Yang
    ,
    Wei Huang
    DOI: 10.1061/JMCEE7.MTENG-17958
    Publisher: American Society of Civil Engineers
    Abstract: As a potential long-life pavement material, the high brittleness of epoxy asphalt prevents its application. Recycled from waste tires, crumb rubber (CR) can be used with styrene-butadiene-styrene (SBS) to prepare SBS/CR composite modified asphalt. The main objective of this paper is to conduct the material design of epoxy asphalt with SBS, CR, and core-shell rubber (CSR) to toughen the epoxy asphalt and enhance its performance. First, SBS modified epoxy asphalt and SBS/CR composite modified epoxy asphalt (CMEA) were prepared to optimize the toughening materials based on tensile tests. Subsequently, based on the optimized material, the optimal proportion was determined through the response surface method by the Design-Expert software. Third, the microscopic morphology of different epoxy asphalt was observed by laser scanning confocal microscopy (LSCM), and the changes in functional groups were tracked using Fourier transform infrared spectroscopy to reveal the toughening mechanism. Finally, the viscosity test was carried out on the optimal SBS/CR-CSR CMEA at different temperatures to determine its mixing temperature and allowable time. The results show that the SBS/CR-CSR CMEA is the best toughening method, and the optimal epoxy and CSR proportion is 37% and 12%, respectively. Its tensile strength increases by 467.11% and elongation at break increases by 68.73% compared with unmodified epoxy asphalt. The formation of interpenetrating polymer network structure between the SBS/CR network and epoxy resin network, as well as the change in the benzene ring that determines the softness and toughness, may be the main strengthening and toughening mechanisms. The suitable mixing temperature is 160°C for the optimal SBS/CR-CSR CMEA in this paper, which reduces about 20°C compared with conventional CR or SBS/CR composite modified asphalt, providing better environmental benefits. Overall, the SBS/CR-CSR CMEA presents a new solution for the promotion and application of epoxy asphalt.
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      Material Design and Mechanism Explanation of Epoxy Asphalt Toughened with SBS/CR and CSR

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4299328
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    contributor authorYulou Fan
    contributor authorYixin Zhou
    contributor authorBingshen Chen
    contributor authorPeng Huang
    contributor authorXingyu Yi
    contributor authorYou Wu
    contributor authorHouzhi Wang
    contributor authorJun Yang
    contributor authorWei Huang
    date accessioned2024-12-24T10:39:46Z
    date available2024-12-24T10:39:46Z
    date copyright8/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-17958.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299328
    description abstractAs a potential long-life pavement material, the high brittleness of epoxy asphalt prevents its application. Recycled from waste tires, crumb rubber (CR) can be used with styrene-butadiene-styrene (SBS) to prepare SBS/CR composite modified asphalt. The main objective of this paper is to conduct the material design of epoxy asphalt with SBS, CR, and core-shell rubber (CSR) to toughen the epoxy asphalt and enhance its performance. First, SBS modified epoxy asphalt and SBS/CR composite modified epoxy asphalt (CMEA) were prepared to optimize the toughening materials based on tensile tests. Subsequently, based on the optimized material, the optimal proportion was determined through the response surface method by the Design-Expert software. Third, the microscopic morphology of different epoxy asphalt was observed by laser scanning confocal microscopy (LSCM), and the changes in functional groups were tracked using Fourier transform infrared spectroscopy to reveal the toughening mechanism. Finally, the viscosity test was carried out on the optimal SBS/CR-CSR CMEA at different temperatures to determine its mixing temperature and allowable time. The results show that the SBS/CR-CSR CMEA is the best toughening method, and the optimal epoxy and CSR proportion is 37% and 12%, respectively. Its tensile strength increases by 467.11% and elongation at break increases by 68.73% compared with unmodified epoxy asphalt. The formation of interpenetrating polymer network structure between the SBS/CR network and epoxy resin network, as well as the change in the benzene ring that determines the softness and toughness, may be the main strengthening and toughening mechanisms. The suitable mixing temperature is 160°C for the optimal SBS/CR-CSR CMEA in this paper, which reduces about 20°C compared with conventional CR or SBS/CR composite modified asphalt, providing better environmental benefits. Overall, the SBS/CR-CSR CMEA presents a new solution for the promotion and application of epoxy asphalt.
    publisherAmerican Society of Civil Engineers
    titleMaterial Design and Mechanism Explanation of Epoxy Asphalt Toughened with SBS/CR and CSR
    typeJournal Article
    journal volume36
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17958
    journal fristpage04024215-1
    journal lastpage04024215-16
    page16
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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