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    Molecular Dynamics Simulation and Experimental Study of Effective Ingredient Release Characteristics of Anti-Icing Modified Asphalt Mortar

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024447-1
    Author:
    Lei Zhang
    ,
    Haoan Wang
    ,
    Chao Xing
    ,
    Yiqiu Tan
    ,
    Jianxin Zhang
    DOI: 10.1061/JMCEE7.MTENG-18575
    Publisher: American Society of Civil Engineers
    Abstract: Anti-icing asphalt pavement is widely used as an active snow melting technology for the purpose of weakening the effect of snow and ice hazards on road. However, most researches on anti-icing asphalt pavement focus on road properties and anti-icing properties verification, and there are few studies on the release characteristics of freezing point depressant effective ingredient of anti-icing modified asphalt mortar. For this reason, this study investigated the effect of anti-icing modified asphalt mortar components and temperature on effective ingredient release based on the conductivity test and molecular dynamics simulation, and analyzed the interface behaviors between asphalt mortar components and sodium chloride through interfacial energy theory, which revealed the mechanism of effective ingredient release. The results clearly showed that the early change of effective ingredient release concentration with time could be divided into two stages: rapid release and stable release. The modified asphalt mortar had the finest diffusion of effective ingredient, followed by base asphalt mortar. The effective ingredient diffusion was generally enhanced with temperature increase. The resin and aromatic components showed the strongest mutual attraction with sodium chloride.
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      Molecular Dynamics Simulation and Experimental Study of Effective Ingredient Release Characteristics of Anti-Icing Modified Asphalt Mortar

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304966
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    • Journal of Materials in Civil Engineering

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    contributor authorLei Zhang
    contributor authorHaoan Wang
    contributor authorChao Xing
    contributor authorYiqiu Tan
    contributor authorJianxin Zhang
    date accessioned2025-04-20T10:34:00Z
    date available2025-04-20T10:34:00Z
    date copyright10/25/2024 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18575.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304966
    description abstractAnti-icing asphalt pavement is widely used as an active snow melting technology for the purpose of weakening the effect of snow and ice hazards on road. However, most researches on anti-icing asphalt pavement focus on road properties and anti-icing properties verification, and there are few studies on the release characteristics of freezing point depressant effective ingredient of anti-icing modified asphalt mortar. For this reason, this study investigated the effect of anti-icing modified asphalt mortar components and temperature on effective ingredient release based on the conductivity test and molecular dynamics simulation, and analyzed the interface behaviors between asphalt mortar components and sodium chloride through interfacial energy theory, which revealed the mechanism of effective ingredient release. The results clearly showed that the early change of effective ingredient release concentration with time could be divided into two stages: rapid release and stable release. The modified asphalt mortar had the finest diffusion of effective ingredient, followed by base asphalt mortar. The effective ingredient diffusion was generally enhanced with temperature increase. The resin and aromatic components showed the strongest mutual attraction with sodium chloride.
    publisherAmerican Society of Civil Engineers
    titleMolecular Dynamics Simulation and Experimental Study of Effective Ingredient Release Characteristics of Anti-Icing Modified Asphalt Mortar
    typeJournal Article
    journal volume37
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18575
    journal fristpage04024447-1
    journal lastpage04024447-14
    page14
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
    contenttypeFulltext
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