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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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