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    Interfacial Performance of Asphalt-Aggregate System under Different Conditions Based on Molecular Dynamics Simulation

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006::page 04023116-1
    Author:
    Guoqing Sun
    ,
    Jiupeng Zhang
    ,
    Zixuan Chen
    ,
    Zhenxing Niu
    ,
    Yan Li
    DOI: 10.1061/JMCEE7.MTENG-15083
    Publisher: American Society of Civil Engineers
    Abstract: The interface between asphalt and aggregate directly determines the performance of asphalt mixtures but unavoidable weaknesses can be easily found at the interfacial bonding region. In order to evaluate the interfacial adhesion behavior between asphalt and aggregate at the atomic scale, asphalt binders and two mineral aggregates (quartz and calcite) were selected to build molecular models and molecular dynamics (MD) simulations were conducted. The interfacial energy between asphalt and aggregate was calculated and the mineral aggregate has a more significant influence on the energy compared to the binder types. Also, the simulation result indicates that saturate, aromatic, resin, and asphaltene (SARA) components have different interfacial energies with respect to the aggregates. This result can also be derived from the relative concentration of SARA components on the aggregate surface. Additionally, oxidation of the asphalt binder results in increased interfacial energy due to the enhanced intermolecular bonding generated by oxidized functional groups. The intrusion of water greatly reduces the interfacial energy, but the energy increases under the coupling effect of oxidation and moisture, especially for calcite. The grey relational grade theory was conducted to evaluate the factors affecting the adhesive energy, and the results show that the energy of the asphalt-aggregate is more sensitive to the asphaltene index than other factors.
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      Interfacial Performance of Asphalt-Aggregate System under Different Conditions Based on Molecular Dynamics Simulation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293019
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    contributor authorGuoqing Sun
    contributor authorJiupeng Zhang
    contributor authorZixuan Chen
    contributor authorZhenxing Niu
    contributor authorYan Li
    date accessioned2023-08-16T19:15:59Z
    date available2023-08-16T19:15:59Z
    date issued2023/06/01
    identifier otherJMCEE7.MTENG-15083.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293019
    description abstractThe interface between asphalt and aggregate directly determines the performance of asphalt mixtures but unavoidable weaknesses can be easily found at the interfacial bonding region. In order to evaluate the interfacial adhesion behavior between asphalt and aggregate at the atomic scale, asphalt binders and two mineral aggregates (quartz and calcite) were selected to build molecular models and molecular dynamics (MD) simulations were conducted. The interfacial energy between asphalt and aggregate was calculated and the mineral aggregate has a more significant influence on the energy compared to the binder types. Also, the simulation result indicates that saturate, aromatic, resin, and asphaltene (SARA) components have different interfacial energies with respect to the aggregates. This result can also be derived from the relative concentration of SARA components on the aggregate surface. Additionally, oxidation of the asphalt binder results in increased interfacial energy due to the enhanced intermolecular bonding generated by oxidized functional groups. The intrusion of water greatly reduces the interfacial energy, but the energy increases under the coupling effect of oxidation and moisture, especially for calcite. The grey relational grade theory was conducted to evaluate the factors affecting the adhesive energy, and the results show that the energy of the asphalt-aggregate is more sensitive to the asphaltene index than other factors.
    publisherAmerican Society of Civil Engineers
    titleInterfacial Performance of Asphalt-Aggregate System under Different Conditions Based on Molecular Dynamics Simulation
    typeJournal Article
    journal volume35
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15083
    journal fristpage04023116-1
    journal lastpage04023116-12
    page12
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006
    contenttypeFulltext
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