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    Preparation and Performance Evaluation of Warm-Mixed Epoxy Asphalt Ultrathin Overlay by Post-Doping Method

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 006::page 04024145-1
    Author:
    Fei Chen
    ,
    Zhaohui Min
    ,
    Mingyue Li
    ,
    Zhiyong Shi
    ,
    Yingqin Zhao
    ,
    Jiliang Feng
    DOI: 10.1061/JMCEE7.MTENG-16527
    Publisher: ASCE
    Abstract: Post-doping construction technology overcomes the difficulties of demanding construction requirements of warm-mix epoxy asphalt mixture (EAM) that limit its application, and it provides a new idea for the scaled application of EAM. To provide reliable support for the application of an epoxy asphalt ultrathin overlay (EAUTO), warm-mix EAM was prepared by simulating the post-doping method in the lab, and the Marshall molding method with reduced specimen thickness was considered. EAUTO moisture susceptibility, raveling resistance, and cracking resistance were evaluated to verify the feasibility of EAUTO molding. Furthermore, EAUTO long-term skid resistance and stripping resistance were analyzed in detail. The results showed that thin-layer molding solves the problem of the inappropriateness of conventional Marshall stability equipment for EAM and has cost-saving and efficiency advantages. The recommended molding parameters for the warm-mix EAUTO were 25  blows/face and a thickness of 30.0±0.6  mm. Despite the reduction in specimen thickness, moisture damage resistance and raveling resistance of the thin-layer EAM specimens were slightly attenuated compared with the original specimens but were acceptable, and the mechanical properties were still better than those of SBS-modified asphalt. Regarding cracking resistance, the evaluation results for the thin-layer specimens demonstrate consistency with those of the original specimens. Additionally, the cracking resistance of gap-graded mixes was better than that of dense-graded ones. The EAUTO showed excellent long-term stripping resistance and skid resistance durability compared with asphalt modified with styrene-butadiene-styrene (SBS). However, it is worth noting that the traditional texture depth was not suitable as a separate indicator for evaluating long-term skid resistance.
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      Preparation and Performance Evaluation of Warm-Mixed Epoxy Asphalt Ultrathin Overlay by Post-Doping Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4297921
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    contributor authorFei Chen
    contributor authorZhaohui Min
    contributor authorMingyue Li
    contributor authorZhiyong Shi
    contributor authorYingqin Zhao
    contributor authorJiliang Feng
    date accessioned2024-04-27T22:57:22Z
    date available2024-04-27T22:57:22Z
    date issued2024/06/01
    identifier other10.1061-JMCEE7.MTENG-16527.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297921
    description abstractPost-doping construction technology overcomes the difficulties of demanding construction requirements of warm-mix epoxy asphalt mixture (EAM) that limit its application, and it provides a new idea for the scaled application of EAM. To provide reliable support for the application of an epoxy asphalt ultrathin overlay (EAUTO), warm-mix EAM was prepared by simulating the post-doping method in the lab, and the Marshall molding method with reduced specimen thickness was considered. EAUTO moisture susceptibility, raveling resistance, and cracking resistance were evaluated to verify the feasibility of EAUTO molding. Furthermore, EAUTO long-term skid resistance and stripping resistance were analyzed in detail. The results showed that thin-layer molding solves the problem of the inappropriateness of conventional Marshall stability equipment for EAM and has cost-saving and efficiency advantages. The recommended molding parameters for the warm-mix EAUTO were 25  blows/face and a thickness of 30.0±0.6  mm. Despite the reduction in specimen thickness, moisture damage resistance and raveling resistance of the thin-layer EAM specimens were slightly attenuated compared with the original specimens but were acceptable, and the mechanical properties were still better than those of SBS-modified asphalt. Regarding cracking resistance, the evaluation results for the thin-layer specimens demonstrate consistency with those of the original specimens. Additionally, the cracking resistance of gap-graded mixes was better than that of dense-graded ones. The EAUTO showed excellent long-term stripping resistance and skid resistance durability compared with asphalt modified with styrene-butadiene-styrene (SBS). However, it is worth noting that the traditional texture depth was not suitable as a separate indicator for evaluating long-term skid resistance.
    publisherASCE
    titlePreparation and Performance Evaluation of Warm-Mixed Epoxy Asphalt Ultrathin Overlay by Post-Doping Method
    typeJournal Article
    journal volume36
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16527
    journal fristpage04024145-1
    journal lastpage04024145-14
    page14
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 006
    contenttypeFulltext
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