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    Evaluation of the Interaction and Aging Behavior for Asphalt Binders with Epoxy Resin and Phase Change Materials

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006::page 04023130-1
    Author:
    Yuchao Gao
    ,
    Jiao Jin
    ,
    Shuai Liu
    ,
    Huiwen Chen
    ,
    Bozhen Chen
    ,
    Guoping Qian
    DOI: 10.1061/JMCEE7.MTENG-15243
    Publisher: American Society of Civil Engineers
    Abstract: This study aimed to explore the interaction and antiaging characteristics of composite phase change materials in asphalt for long-term temperature adjustment of asphalt pavement. First, the epoxy resin/phase change materials (E-PCMs) modified asphalt binders were prepared by the melt blending method, and their microscopic, rheological, and temperature adjustment properties were tested. Finally, the long-term performance of the modified asphalt binders was evaluated by simulated aging. The results show that E-PCMs are well dispersed in the modified asphalt binders. E-PCMs can improve the temperature sensitivity and high-temperature stability of asphalt binders, and they could reduce the fluidity of asphalt molecules at high-temperature. The extreme temperature of the E-PCMs–modified asphalt binders can be reduced by 10.4°C and have an excellent temperature adjustment effect. The aged modified asphalt binders still have excellent temperature adjustment properties, and the survival rate of phase change enthalpy is 88%. E-PCMs could also prevent the oxidative aging of asphalt molecules and reduce the adverse effects of the photothermal environment on asphalt. It provides reference and basis for the large-scale promotion and application of temperature-adjusting pavement, which reduces the temperature disease of asphalt pavement and the near-surface thermal environment.
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      Evaluation of the Interaction and Aging Behavior for Asphalt Binders with Epoxy Resin and Phase Change Materials

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293037
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    contributor authorYuchao Gao
    contributor authorJiao Jin
    contributor authorShuai Liu
    contributor authorHuiwen Chen
    contributor authorBozhen Chen
    contributor authorGuoping Qian
    date accessioned2023-08-16T19:16:46Z
    date available2023-08-16T19:16:46Z
    date issued2023/06/01
    identifier otherJMCEE7.MTENG-15243.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293037
    description abstractThis study aimed to explore the interaction and antiaging characteristics of composite phase change materials in asphalt for long-term temperature adjustment of asphalt pavement. First, the epoxy resin/phase change materials (E-PCMs) modified asphalt binders were prepared by the melt blending method, and their microscopic, rheological, and temperature adjustment properties were tested. Finally, the long-term performance of the modified asphalt binders was evaluated by simulated aging. The results show that E-PCMs are well dispersed in the modified asphalt binders. E-PCMs can improve the temperature sensitivity and high-temperature stability of asphalt binders, and they could reduce the fluidity of asphalt molecules at high-temperature. The extreme temperature of the E-PCMs–modified asphalt binders can be reduced by 10.4°C and have an excellent temperature adjustment effect. The aged modified asphalt binders still have excellent temperature adjustment properties, and the survival rate of phase change enthalpy is 88%. E-PCMs could also prevent the oxidative aging of asphalt molecules and reduce the adverse effects of the photothermal environment on asphalt. It provides reference and basis for the large-scale promotion and application of temperature-adjusting pavement, which reduces the temperature disease of asphalt pavement and the near-surface thermal environment.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of the Interaction and Aging Behavior for Asphalt Binders with Epoxy Resin and Phase Change Materials
    typeJournal Article
    journal volume35
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15243
    journal fristpage04023130-1
    journal lastpage04023130-15
    page15
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006
    contenttypeFulltext
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