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    Comparative Performance of Unmodified and ABS-Modified Asphalt Mixtures Containing Calcium Carbonate and Blowdown as Filler

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024482-1
    Author:
    Amani A. Al-Ttayiy
    ,
    A. I. Al-Hadidy
    DOI: 10.1061/JMCEE7.MTENG-18899
    Publisher: American Society of Civil Engineers
    Abstract: Recently, blowdown (B), a carbon-sulfur byproduct material of sulfur purification has been utilized as potential calcium carbonate (CaCO3) mineral filler replacement. This paper evaluated the effects of acrylonitrile-butadiene-styrene (ABS) polymer on dense-graded (DG) mixtures containing two types of filler (CaCO3 and B-waste as alternative filler). Different ratios of ABS (0.5%, 1.0%, 1.5%, and 2.0% by weight of asphalt) were blended with 40/50 paving grade asphalt. Unmodified and ABS-modified asphalt binders were subjected to physical and homogeneity tests. Blowdown-DG combinations with unmodified and ABS-modified asphalt binders were constructed for the study, and they were tested against the CaCO3-DG reference mixtures. The B and CaCO3 concentration in the DG mixture was set at 5% (by weight of aggregate). The performance tests, including Marshall stability (MS), Marshall quotient (MQ), tensile strength (TS), tensile strength ratio (TSR), cracking tolerance index (CTindex), and deformation strength (DS) in a Kim test were carried out on unmodified and ABS-modified DG mixtures containing both fillers (B and CaCO3). Also, CTindex was calculated from load-displacement curve data of indirect tensile strength. According to the testing results analyzed by Minitab software using analysis of variance least significant difference (ANOVA LSD), a B-mixture showed higher MS and DS, with lower TSR and CTindex than the CaCO3 mixture, while 1.5% ABS-modified CaCO3 mixtures showed higher resistance to rutting and moisture damage with lower cracking and fatigue resistance when compared with BA mixture containing 1% ABS. Further, these results indicated that the BA mixture needs a lower dosage (1%) of ABS than CaCO3 mixture, which needs 1.5%, meaning that B-mixture is a cost-effective solution and eco-friendly than CaCO3 mixture for pavement application.
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      Comparative Performance of Unmodified and ABS-Modified Asphalt Mixtures Containing Calcium Carbonate and Blowdown as Filler

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304219
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    contributor authorAmani A. Al-Ttayiy
    contributor authorA. I. Al-Hadidy
    date accessioned2025-04-20T10:12:35Z
    date available2025-04-20T10:12:35Z
    date copyright11/15/2024 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18899.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304219
    description abstractRecently, blowdown (B), a carbon-sulfur byproduct material of sulfur purification has been utilized as potential calcium carbonate (CaCO3) mineral filler replacement. This paper evaluated the effects of acrylonitrile-butadiene-styrene (ABS) polymer on dense-graded (DG) mixtures containing two types of filler (CaCO3 and B-waste as alternative filler). Different ratios of ABS (0.5%, 1.0%, 1.5%, and 2.0% by weight of asphalt) were blended with 40/50 paving grade asphalt. Unmodified and ABS-modified asphalt binders were subjected to physical and homogeneity tests. Blowdown-DG combinations with unmodified and ABS-modified asphalt binders were constructed for the study, and they were tested against the CaCO3-DG reference mixtures. The B and CaCO3 concentration in the DG mixture was set at 5% (by weight of aggregate). The performance tests, including Marshall stability (MS), Marshall quotient (MQ), tensile strength (TS), tensile strength ratio (TSR), cracking tolerance index (CTindex), and deformation strength (DS) in a Kim test were carried out on unmodified and ABS-modified DG mixtures containing both fillers (B and CaCO3). Also, CTindex was calculated from load-displacement curve data of indirect tensile strength. According to the testing results analyzed by Minitab software using analysis of variance least significant difference (ANOVA LSD), a B-mixture showed higher MS and DS, with lower TSR and CTindex than the CaCO3 mixture, while 1.5% ABS-modified CaCO3 mixtures showed higher resistance to rutting and moisture damage with lower cracking and fatigue resistance when compared with BA mixture containing 1% ABS. Further, these results indicated that the BA mixture needs a lower dosage (1%) of ABS than CaCO3 mixture, which needs 1.5%, meaning that B-mixture is a cost-effective solution and eco-friendly than CaCO3 mixture for pavement application.
    publisherAmerican Society of Civil Engineers
    titleComparative Performance of Unmodified and ABS-Modified Asphalt Mixtures Containing Calcium Carbonate and Blowdown as Filler
    typeJournal Article
    journal volume37
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18899
    journal fristpage04024482-1
    journal lastpage04024482-12
    page12
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001
    contenttypeFulltext
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