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dc.contributor.authorShiva Kumar Mahto
dc.contributor.authorSanjeev Sinha
dc.date.accessioned2024-12-24T09:59:16Z
dc.date.available2024-12-24T09:59:16Z
dc.date.copyright9/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJPEODX.PVENG-1357.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298081
dc.description.abstractThe present study deals with two types of warm-mix asphalt additives [i.e., wax-based and chemical-based warm-mix asphalt (WMA)]. It involves the application of low calcium fly ash (FA) as a replacement for natural stone dust (NSD) in WMA. The FA content varied from 2% to 8% by the weight of the mix and was subjected to moisture susceptibility tests. The Marshall properties and indirect tensile strength (ITS) tests were conducted for strength evaluation, and the tensile strength ratio was evaluated per AASTHO T283. Also, cohesion resistance and rutting were evaluated for the mixes. A significant increment in strength and reduction in moisture susceptibility was observed in both methods with FA addition. The Cantabro loss and rut depth with wax-based prepared samples was less compared to chemical-based samples. The statistical analysis reported that there was a significant difference between the two techniques.
dc.publisherAmerican Society of Civil Engineers
dc.titleMoisture Susceptibility of Warm-Mix Asphalt Containing Wax- and Chemical-Based Additives
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue3
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.PVENG-1357
dc.journal.fristpage04024034-1
dc.journal.lastpage04024034-17
dc.page17
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2024:;Volume ( 150 ):;issue: 003
dc.contenttypeFulltext


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