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    Moisture Susceptibility of Warm-Mix Asphalt Containing Wax- and Chemical-Based Additives

    Source: Journal of Transportation Engineering, Part B: Pavements:;2024:;Volume ( 150 ):;issue: 003::page 04024034-1
    Author:
    Shiva Kumar Mahto
    ,
    Sanjeev Sinha
    DOI: 10.1061/JPEODX.PVENG-1357
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Moisture Susceptibility of Warm-Mix Asphalt Containing Wax- and Chemical-Based Additives

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    contributor authorShiva Kumar Mahto
    contributor authorSanjeev Sinha
    date accessioned2024-12-24T09:59:16Z
    date available2024-12-24T09:59:16Z
    date copyright9/1/2024 12:00:00 AM
    date issued2024
    identifier otherJPEODX.PVENG-1357.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298081
    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.
    publisherAmerican Society of Civil Engineers
    titleMoisture Susceptibility of Warm-Mix Asphalt Containing Wax- and Chemical-Based Additives
    typeJournal Article
    journal volume150
    journal issue3
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.PVENG-1357
    journal fristpage04024034-1
    journal lastpage04024034-17
    page17
    treeJournal of Transportation Engineering, Part B: Pavements:;2024:;Volume ( 150 ):;issue: 003
    contenttypeFulltext
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