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    Two-Step Mixing Process Elaboration of the Hot-Mix Asphalt Mixture Based on Surface Energy Theory

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 010
    Author:
    Liping Liu
    ,
    Mingchen Li
    ,
    Qingbing Lu
    DOI: 10.1061/(ASCE)MT.1943-5533.0003400
    Publisher: ASCE
    Abstract: Hot-mix asphalt (HMA) is a multicomponent mixture composed of asphalt, coarse and fine aggregates, fillers, and other necessary additives. The bitumen–aggregate adhesion and performance of HMA are mainly dependent on such factors as mixing temperature and time, raw material characteristics, and mixing sequence of raw materials. The latter factor is the least reported in the literature. In recent years, surface energy theory has significantly been employed as the method for the prediction of bitumen–aggregate adhesion and mixture performance. This paper provides the optimization of the HMA mixing process based on the surface energy theory. A quantitative index called the total adhesion work is proposed from the perspective of energy change, which can be used to determine the two-step adding proportion of fine aggregate. Assuming that asphalt is in the hot-melt state rather than solid-state during the actual mixing process, a method for testing the surface energy components of hot-melt asphalt is proposed. Based on the total adhesion work, several different mixing processes are used to produce HMA, and the optimal one was identified experimentally. It is shown that the asphalt mixture performance can be improved by optimizing the adding sequence and proportion of the fine aggregate. The enhancement of HMA high-temperature performance and water stability is the most pronounced when the total adhesion work ratio of the two-step addition procedure approaches unity.
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      Two-Step Mixing Process Elaboration of the Hot-Mix Asphalt Mixture Based on Surface Energy Theory

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    contributor authorLiping Liu
    contributor authorMingchen Li
    contributor authorQingbing Lu
    date accessioned2022-01-30T20:54:41Z
    date available2022-01-30T20:54:41Z
    date issued10/1/2020 12:00:00 AM
    identifier other%28ASCE%29MT.1943-5533.0003400.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267336
    description abstractHot-mix asphalt (HMA) is a multicomponent mixture composed of asphalt, coarse and fine aggregates, fillers, and other necessary additives. The bitumen–aggregate adhesion and performance of HMA are mainly dependent on such factors as mixing temperature and time, raw material characteristics, and mixing sequence of raw materials. The latter factor is the least reported in the literature. In recent years, surface energy theory has significantly been employed as the method for the prediction of bitumen–aggregate adhesion and mixture performance. This paper provides the optimization of the HMA mixing process based on the surface energy theory. A quantitative index called the total adhesion work is proposed from the perspective of energy change, which can be used to determine the two-step adding proportion of fine aggregate. Assuming that asphalt is in the hot-melt state rather than solid-state during the actual mixing process, a method for testing the surface energy components of hot-melt asphalt is proposed. Based on the total adhesion work, several different mixing processes are used to produce HMA, and the optimal one was identified experimentally. It is shown that the asphalt mixture performance can be improved by optimizing the adding sequence and proportion of the fine aggregate. The enhancement of HMA high-temperature performance and water stability is the most pronounced when the total adhesion work ratio of the two-step addition procedure approaches unity.
    publisherASCE
    titleTwo-Step Mixing Process Elaboration of the Hot-Mix Asphalt Mixture Based on Surface Energy Theory
    typeJournal Paper
    journal volume32
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003400
    page13
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 010
    contenttypeFulltext
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