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    Evaluating the Efficiency of SMA Mixtures Containing Crumb Rubber and WMA Additives

    Source: Journal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 002::page 04022013
    Author:
    Youssef Amjadian
    ,
    Hassan Ziari
    ,
    Sayed Mahdi Sharifi Moghaddam Kakhki
    ,
    Ali Abbaspoor
    ,
    Mojtaba Hajiloo
    DOI: 10.1061/JPEODX.0000361
    Publisher: ASCE
    Abstract: The huge amount of waste tire deposit and its adverse influence on the environment is a serious global concern. Using crumb rubber (CR) as a bitumen additive not only improves the efficiency of asphalt mixtures but also reduces ecological concerns. The increase in production temperatures is the negative influence of CR on asphalt mixtures. Warm mix asphalt (WMA) additives are a good solution for this problem; they can diminish production temperatures by around 30°C. This research aims to examine the characteristics of CR-modified stone matrix asphalt (SMA) mixtures containing WMA additives. Three CR contents (5%, 10%, and 15% by weight of bitumen) and two kinds of WMA additives (Sasobit and Zycotherm) were considered for this purpose. Tensile strength ratio, wheel tracking, dynamic creep, and resilient modulus tests were used to investigate the potential of moisture damage, rutting resistance, and stiffness modulus of SMA mixtures. It was found that regardless of the additive type, increasing the CR content led to the optimum binder content, dry indirect tensile strength, resilient modulus value, and flow number value increase. Still, the wet indirect tensile strength and rut depth decreased. Furthermore, using WMA additives led to a decrease in production temperatures. Also, it was found that among all specimens, the samples containing Zycotherm had better moisture resistance.
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      Evaluating the Efficiency of SMA Mixtures Containing Crumb Rubber and WMA Additives

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282797
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    • Journal of Transportation Engineering, Part B: Pavements

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    contributor authorYoussef Amjadian
    contributor authorHassan Ziari
    contributor authorSayed Mahdi Sharifi Moghaddam Kakhki
    contributor authorAli Abbaspoor
    contributor authorMojtaba Hajiloo
    date accessioned2022-05-07T20:42:59Z
    date available2022-05-07T20:42:59Z
    date issued2022-02-28
    identifier otherJPEODX.0000361.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282797
    description abstractThe huge amount of waste tire deposit and its adverse influence on the environment is a serious global concern. Using crumb rubber (CR) as a bitumen additive not only improves the efficiency of asphalt mixtures but also reduces ecological concerns. The increase in production temperatures is the negative influence of CR on asphalt mixtures. Warm mix asphalt (WMA) additives are a good solution for this problem; they can diminish production temperatures by around 30°C. This research aims to examine the characteristics of CR-modified stone matrix asphalt (SMA) mixtures containing WMA additives. Three CR contents (5%, 10%, and 15% by weight of bitumen) and two kinds of WMA additives (Sasobit and Zycotherm) were considered for this purpose. Tensile strength ratio, wheel tracking, dynamic creep, and resilient modulus tests were used to investigate the potential of moisture damage, rutting resistance, and stiffness modulus of SMA mixtures. It was found that regardless of the additive type, increasing the CR content led to the optimum binder content, dry indirect tensile strength, resilient modulus value, and flow number value increase. Still, the wet indirect tensile strength and rut depth decreased. Furthermore, using WMA additives led to a decrease in production temperatures. Also, it was found that among all specimens, the samples containing Zycotherm had better moisture resistance.
    publisherASCE
    titleEvaluating the Efficiency of SMA Mixtures Containing Crumb Rubber and WMA Additives
    typeJournal Paper
    journal volume148
    journal issue2
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000361
    journal fristpage04022013
    journal lastpage04022013-8
    page8
    treeJournal of Transportation Engineering, Part B: Pavements:;2022:;Volume ( 148 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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