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On-line Access: 2024-08-27

Received: 2023-10-17

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Crosschecked: 2013-10-12

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Journal of Zhejiang University SCIENCE A 2013 Vol.14 No.11 P.805-814

http://doi.org/10.1631/jzus.A1300053


Performance improvement of a crumb rubber modified bitumen using recycled glass powder


Author(s):  Mojtaba Ghasemi, Seyed Morteza Marandi

Affiliation(s):  . Department of Civil Engineering, Shahid Bahonar University, Kerman 7616914111, Iran

Corresponding email(s):   mghasemi59@eng.uk.ac.ir

Key Words:  Crumb rubber (CR), Recycled glass powder (PGP), Rheological properties, Performance testing, Stone matrix asphalt (SMA)


Mojtaba Ghasemi, Seyed Morteza Marandi. Performance improvement of a crumb rubber modified bitumen using recycled glass powder[J]. Journal of Zhejiang University Science A, 2013, 14(11): 805-814.

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author="Mojtaba Ghasemi, Seyed Morteza Marandi",
journal="Journal of Zhejiang University Science A",
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pages="805-814",
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publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1300053"
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%DOI 10.1631/jzus.A1300053

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T1 - Performance improvement of a crumb rubber modified bitumen using recycled glass powder
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DOI - 10.1631/jzus.A1300053


Abstract: 
In this study, the efficiency of bitumen and asphalt mixtures modified with crumb rubber (CR) and recycled glass powder (RGP) is evaluated. From an environmental point of view, the application of RGP in asphalt mixtures is considered beneficial since it prevents accumulation of waste glass in the natural environment. Rheological and mechanical properties of modified bitumen samples were investigated by laboratory methods such as bitumen conventional tests and dynamic shear rheometer (DSR), and also by asphalt mixture performance tests including Marshall stability, indirect tensile strength (ITS), compressive strength, and indirect tensile stiffness modulus. The results showed that the application of RGP in place of CR has no negative impact on the efficiency of bitumen and asphalt mixtures and even improves their engineering properties except for the toughness index (TI). Moreover, a modification with 5% CR and 5% RGP in asphalt mixtures results in the best overall performance.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

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