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    Performance of Dry Mixed Rubber–Plastic Composite Modified Asphalt Mixture

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 010::page 04022243
    Author:
    Tao Liu
    ,
    Xudong Li
    ,
    Rui Li
    ,
    Jianzhong Pei
    ,
    Xulong Zhao
    DOI: 10.1061/(ASCE)MT.1943-5533.0004407
    Publisher: ASCE
    Abstract: In wet process–modified asphalt, the modifier is easily separated from the asphalt, resulting in poor storage stability. For traditional dry-mixed modified-asphalt mixtures, adding a single modifier to the mixture, it is difficult to improve the comprehensive performance of asphalt mixtures. In this study, rubber–polyethylene composite modified particles were added to a dry-mixed asphalt mixture. The rubber powder was first desulfurized using a twin-screw extruder and then blended and extruded with low-density polyethylene particles to form rubber–plastic composite particles. Then, the high- and low-temperature performance and water stability of the dry-mixed rubber–plastic composite modified asphalt mixture were evaluated. Finally, the asphalt in the rubber–plastic composite modified mixture was extracted. The microscale properties were tested to investigate the mechanism of the composite particles. The results indicated that the rubber–plastic composite modified particles improved the high-temperature deformation resistance of the mixture. Additionally, the low-temperature crack resistance and water stability were slightly improved. Compared with adding desulfurized rubber powder alone, the comprehensive performance of the asphalt mixture can be significantly improved by using a rubber–plastic composite.
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      Performance of Dry Mixed Rubber–Plastic Composite Modified Asphalt Mixture

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4287784
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    contributor authorTao Liu
    contributor authorXudong Li
    contributor authorRui Li
    contributor authorJianzhong Pei
    contributor authorXulong Zhao
    date accessioned2022-12-27T20:40:42Z
    date available2022-12-27T20:40:42Z
    date issued2022/10/01
    identifier other(ASCE)MT.1943-5533.0004407.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287784
    description abstractIn wet process–modified asphalt, the modifier is easily separated from the asphalt, resulting in poor storage stability. For traditional dry-mixed modified-asphalt mixtures, adding a single modifier to the mixture, it is difficult to improve the comprehensive performance of asphalt mixtures. In this study, rubber–polyethylene composite modified particles were added to a dry-mixed asphalt mixture. The rubber powder was first desulfurized using a twin-screw extruder and then blended and extruded with low-density polyethylene particles to form rubber–plastic composite particles. Then, the high- and low-temperature performance and water stability of the dry-mixed rubber–plastic composite modified asphalt mixture were evaluated. Finally, the asphalt in the rubber–plastic composite modified mixture was extracted. The microscale properties were tested to investigate the mechanism of the composite particles. The results indicated that the rubber–plastic composite modified particles improved the high-temperature deformation resistance of the mixture. Additionally, the low-temperature crack resistance and water stability were slightly improved. Compared with adding desulfurized rubber powder alone, the comprehensive performance of the asphalt mixture can be significantly improved by using a rubber–plastic composite.
    publisherASCE
    titlePerformance of Dry Mixed Rubber–Plastic Composite Modified Asphalt Mixture
    typeJournal Article
    journal volume34
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004407
    journal fristpage04022243
    journal lastpage04022243_9
    page9
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 010
    contenttypeFulltext
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