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    Performance Evaluation of Reinforced Asphalt Using Six Organic and Inorganic Fibers

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006::page 04023111-1
    Author:
    Xing Wu
    ,
    Aihong Kang
    ,
    Said Easa
    ,
    Keke Lou
    ,
    Peng Xiao
    ,
    Xiaoyan Zheng
    DOI: 10.1061/JMCEE7.MTENG-15201
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to evaluate the performance of asphalt individually reinforced by six types of fibers, including three organic and three inorganic fibers, to study the interface between fibers and asphalt, and to analyze their relationships. Specifically, the chemical and physical interaction between fiber and asphalt was analyzed using FTIR testing. The interface pullout behavior of the fibers from asphalt was analyzed using a fiber-asphalt pullout (FAP) test. The high-temperature performance of the fiber-reinforced asphalt using dynamic shear rheology (DSR) testing. The relationship between the performance index and interface index was analyzed using linear and grey correlation methods. Meanwhile, the interface micromorphology was observed using SEM testing. The results showed that the inorganic fibers and organic fibers mainly physically interacted with the asphalt. The interface bonding ability between BF-A and asphalt was the largest, followed by BF-B, GF, PEF, PAF-A, and PAF-B. The organic fibers decreased the phase angle and increased the complex modulus and rutting factor better than the inorganic fibers. The performance index G* and G*/sinδ are positively correlated with the interface pullout parameters. The influence of the interface pullout parameters on the performance index G* was the biggest, followed by the fiber modulus, fiber volume content, and fiber density. The research results obtained in this paper could be applied as a reference to design the fiber-reinforced asphalt material. It could help design the fiber-reinforced asphalt from the perspective of interface pullout behavior. Meanwhile, when more fibers (different fiber types or different modifications of the same fiber) are used to further systematically conclude the relationship between the performance index and the interface index in the future, it could also be adopted to predict the performance of fiber-reinforced asphalt using the interface index.
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      Performance Evaluation of Reinforced Asphalt Using Six Organic and Inorganic Fibers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293034
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    contributor authorXing Wu
    contributor authorAihong Kang
    contributor authorSaid Easa
    contributor authorKeke Lou
    contributor authorPeng Xiao
    contributor authorXiaoyan Zheng
    date accessioned2023-08-16T19:16:30Z
    date available2023-08-16T19:16:30Z
    date issued2023/06/01
    identifier otherJMCEE7.MTENG-15201.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293034
    description abstractThis paper aims to evaluate the performance of asphalt individually reinforced by six types of fibers, including three organic and three inorganic fibers, to study the interface between fibers and asphalt, and to analyze their relationships. Specifically, the chemical and physical interaction between fiber and asphalt was analyzed using FTIR testing. The interface pullout behavior of the fibers from asphalt was analyzed using a fiber-asphalt pullout (FAP) test. The high-temperature performance of the fiber-reinforced asphalt using dynamic shear rheology (DSR) testing. The relationship between the performance index and interface index was analyzed using linear and grey correlation methods. Meanwhile, the interface micromorphology was observed using SEM testing. The results showed that the inorganic fibers and organic fibers mainly physically interacted with the asphalt. The interface bonding ability between BF-A and asphalt was the largest, followed by BF-B, GF, PEF, PAF-A, and PAF-B. The organic fibers decreased the phase angle and increased the complex modulus and rutting factor better than the inorganic fibers. The performance index G* and G*/sinδ are positively correlated with the interface pullout parameters. The influence of the interface pullout parameters on the performance index G* was the biggest, followed by the fiber modulus, fiber volume content, and fiber density. The research results obtained in this paper could be applied as a reference to design the fiber-reinforced asphalt material. It could help design the fiber-reinforced asphalt from the perspective of interface pullout behavior. Meanwhile, when more fibers (different fiber types or different modifications of the same fiber) are used to further systematically conclude the relationship between the performance index and the interface index in the future, it could also be adopted to predict the performance of fiber-reinforced asphalt using the interface index.
    publisherAmerican Society of Civil Engineers
    titlePerformance Evaluation of Reinforced Asphalt Using Six Organic and Inorganic Fibers
    typeJournal Article
    journal volume35
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15201
    journal fristpage04023111-1
    journal lastpage04023111-18
    page18
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006
    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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