Effects of crumb rubber and styrene-butadiene rubber additives on the properties of asphalt binder and the Marshall performance properties of asphalt mixtures
Diyar Khan
diyar.khan@polsl.plDoctoral School; Silesian University of Technology; (Poland)
https://orcid.org/0000-0002-5810-9012
Basit Ali
International Education School; Chang’an Universty; (China)
Peilong Li
Highway School; Chang’an University; (China)
Mohd Rosli Mohd Hasan
School of Civil Engineering; Universiti Sains Malaysia; (Malaysia)
https://orcid.org/0000-0001-6922-4158
Fazli Karim
Department of Civil Engineering; Sarhad University of Science and Technology; (Pakistan)
https://orcid.org/0000-0002-5773-8562
Noman Khan
Department of Civil Engineering; Sarhad University of Science and Technology; (Pakistan)
https://orcid.org/0009-0007-3931-7119
Abstract
The primary aim of this study is to evaluate the impact of incorporating crumb rubber (CR) and styrene-butadiene rubber (SBR) additives, ranging from 0% to 5% by weight of bitumen, on the performance of a bituminous concrete mixture using the wet process. Laboratory experiments, including the Marshall test, were conducted to establish the optimum bitumen content (OBC) for the hot mix. The study focuses on determining the optimal proportions of CR and SBR to achieve maximum strength. The results show that increasing the proportions of both CR and SBR leads to significant improvements in strength, with the maximum stability recorded at 16.14 kN and a flow of 1.23 mm for a mix containing 5% CR and 4% SBR. The findings further suggest an inverse relationship between CR content and strength, while an increasing SBR content enhances strength. Consequently, the optimal proportions for incorporating CR and SBR additives are identified as 5% and 4%, respectively.
Keywords:
Crumb rubber, styrene-butadiene rubber, fly ash, hot mix asphalt, Marshall propertiesReferences
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Authors
Diyar Khandiyar.khan@polsl.pl
Doctoral School; Silesian University of Technology; Poland
https://orcid.org/0000-0002-5810-9012
Authors
Basit AliInternational Education School; Chang’an Universty; China
Authors
Peilong LiHighway School; Chang’an University; China
Authors
Mohd Rosli Mohd HasanSchool of Civil Engineering; Universiti Sains Malaysia; Malaysia
https://orcid.org/0000-0001-6922-4158
Authors
Fazli KarimDepartment of Civil Engineering; Sarhad University of Science and Technology; Pakistan
https://orcid.org/0000-0002-5773-8562
Authors
Noman KhanDepartment of Civil Engineering; Sarhad University of Science and Technology; Pakistan
https://orcid.org/0009-0007-3931-7119
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