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dc.contributor.authorLei Zhang
dc.contributor.authorHaoan Wang
dc.contributor.authorChao Xing
dc.contributor.authorYiqiu Tan
dc.contributor.authorJianxin Zhang
dc.date.accessioned2026-02-16T21:47:00Z
dc.date.available2026-02-16T21:47:00Z
dc.date.copyright2025/01/01
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-18575.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309722
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleMolecular Dynamics Simulation and Experimental Study of Effective Ingredient Release Characteristics of Anti-Icing Modified Asphalt Mortar
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue1
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-18575
dc.journal.fristpage04024447-1
dc.journal.lastpage04024447-14
dc.page14
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
dc.contenttypeFulltext


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