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    Study of the Properties of Waterborne Epoxy Resin Emulsified Asphalt and Its Modification Mechanism

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006::page 04023145-1
    Author:
    Lihong He
    ,
    Yitong Hou
    ,
    Fan Yang
    DOI: 10.1061/JMCEE7.MTENG-14627
    Publisher: American Society of Civil Engineers
    Abstract: Waterborne epoxy resin (WER) emulsified asphalt (WEREA) has the advantages of high viscosity and strength of epoxy asphalt, as well as a simple construction process, so it is used widely in asphalt pavement maintenance and repair projects. This paper investigated the comprehensive properties, the microstructure, the modification mechanism, and the strength formation mechanism of WEREA. The results of bond strength tests, adhesion tests between emulsified asphalt and coarse aggregate, conventional performance tests, and multistress creep recovery (MSCR) tests showed that with the increase of WER content, the adhesive properties and creep recovery properties at high temperature of the WEREA gradually improved, and gradually became the properties of brittle materials. When the WER content was 15%, the irrecoverable creep compliance of the WEREA stabilized and it met heavy traffic demand. In addition, fluorescence microscopy (FM) and scanning electron microscopy (SEM) showed that WER changed from having an island structure to having an epoxy skeleton structure in the WEREA. The results of Fourier-transform infrared (FTIR) testing showed that during the modification of the emulsified asphalt by the WER, no new substances were generated, which indicated that the sample possessed the mechanism of intermolecular physical blending. The test results were used to analyze the strength formation process of WEREA, which provides theoretical guidance for other researchers to study WEREA.
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      Study of the Properties of Waterborne Epoxy Resin Emulsified Asphalt and Its Modification Mechanism

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    contributor authorLihong He
    contributor authorYitong Hou
    contributor authorFan Yang
    date accessioned2023-08-16T19:13:30Z
    date available2023-08-16T19:13:30Z
    date issued2023/06/01
    identifier otherJMCEE7.MTENG-14627.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292962
    description abstractWaterborne epoxy resin (WER) emulsified asphalt (WEREA) has the advantages of high viscosity and strength of epoxy asphalt, as well as a simple construction process, so it is used widely in asphalt pavement maintenance and repair projects. This paper investigated the comprehensive properties, the microstructure, the modification mechanism, and the strength formation mechanism of WEREA. The results of bond strength tests, adhesion tests between emulsified asphalt and coarse aggregate, conventional performance tests, and multistress creep recovery (MSCR) tests showed that with the increase of WER content, the adhesive properties and creep recovery properties at high temperature of the WEREA gradually improved, and gradually became the properties of brittle materials. When the WER content was 15%, the irrecoverable creep compliance of the WEREA stabilized and it met heavy traffic demand. In addition, fluorescence microscopy (FM) and scanning electron microscopy (SEM) showed that WER changed from having an island structure to having an epoxy skeleton structure in the WEREA. The results of Fourier-transform infrared (FTIR) testing showed that during the modification of the emulsified asphalt by the WER, no new substances were generated, which indicated that the sample possessed the mechanism of intermolecular physical blending. The test results were used to analyze the strength formation process of WEREA, which provides theoretical guidance for other researchers to study WEREA.
    publisherAmerican Society of Civil Engineers
    titleStudy of the Properties of Waterborne Epoxy Resin Emulsified Asphalt and Its Modification Mechanism
    typeJournal Article
    journal volume35
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-14627
    journal fristpage04023145-1
    journal lastpage04023145-10
    page10
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006
    contenttypeFulltext
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