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Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 76))

Abstract

Physical and rheological properties of asphalt binder modified with Styrene-Isoprene-Styrene (SIS) were investigated through the rotational viscometer (RV), the dynamic shear rheometer (DSR), and the bending beam rheometer (BBR). In order to have a depth understanding on the SIS binder at micro level, morphological observations were conducted using optical microscopy. The result of this study showed that (1) the addition of SIS modifiers increases the viscosity and has positive effect on rutting resistance of the binder; (2) the higher the SIS content, the better the cracking resistance of the binder.

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References

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Acknowledgements

This study was conducted under research project “Development of High-Performance Concrete Pavement Maintenance Technology to Extend Roadway Life (Project No: 18TLRP-B146699-01)” funded by the Ministry of Land, Infrastructure and Transport (MOLIT) and the Korea Agency for Infrastructure Technology Advancement (KAIA). The authors would like to thank the members of research team, MOLIT and KAIA for their guidance and supports throughout the project.

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Correspondence to Soon-Jae Lee .

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Mazumder, M., Lee, SJ., Lee, MS. (2020). Properties of Styrene-Isoprene-Styrene (SIS) Modified Asphalt Binder. In: Raab, C. (eds) Proceedings of the 9th International Conference on Maintenance and Rehabilitation of Pavements—Mairepav9. Lecture Notes in Civil Engineering, vol 76. Springer, Cham. https://doi.org/10.1007/978-3-030-48679-2_56

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  • DOI: https://doi.org/10.1007/978-3-030-48679-2_56

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-48678-5

  • Online ISBN: 978-3-030-48679-2

  • eBook Packages: EngineeringEngineering (R0)

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