Comparative Performance of Unmodified and ABS-Modified Asphalt Mixtures Containing Calcium Carbonate and Blowdown as FillerSource: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001::page 04024482-1DOI: 10.1061/JMCEE7.MTENG-18899Publisher: 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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contributor author | Amani A. Al-Ttayiy | |
contributor author | A. I. Al-Hadidy | |
date accessioned | 2025-04-20T10:12:35Z | |
date available | 2025-04-20T10:12:35Z | |
date copyright | 11/15/2024 12:00:00 AM | |
date issued | 2025 | |
identifier other | JMCEE7.MTENG-18899.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4304219 | |
description 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. | |
publisher | American Society of Civil Engineers | |
title | Comparative Performance of Unmodified and ABS-Modified Asphalt Mixtures Containing Calcium Carbonate and Blowdown as Filler | |
type | Journal Article | |
journal volume | 37 | |
journal issue | 1 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-18899 | |
journal fristpage | 04024482-1 | |
journal lastpage | 04024482-12 | |
page | 12 | |
tree | Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 001 | |
contenttype | Fulltext |