Technical Papers
Jun 24, 2022

Rheological Characterization of Recycled Asphalt Binders and Correlating the Zero Shear Viscosity to the Superpave Rutting Parameter

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 9

Abstract

The rheological behavior of recycled asphalt binders is important in the design of the optimum content of reclaimed asphalt pavement (RAP) material to be used in highway recycling projects. In this study, oscillatory tests were performed on recycled binders of varying RAP concentrations. The complex modulus master curves were constructed using the time–temperature superposition principle. The zero shear viscosities (ZSVs) were estimated using the Carreau–Yasuda model on the complex viscosity master curves for all the recycled binder combinations. It was found that the activation energy of flow changed linearly from 115.1 to 185.8  kJ/mol with an increase in the RAP content, whereas ZSV varied exponentially with an increase in the RAP content. A good correlation was found between the ZSV and the Superpave rutting parameter (G*/sinδ). An equation was derived to predict the G*/sinδ at any RAP concentration and temperature. For practical use, a G*/sinδ contour plot approach is introduced to calculate directly the maximum and minimum RAP content for any target binder grade suitable for the construction site. cA noticeable change in rheological behavior of recycled binders was observed on either side of the 40% RAP incorporation level.

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Data Availability Statement

The experiment data were measured in the laboratory of the Indian Institute of Technology Roorkee. All the data are genuine and authentic to the best of the authors’ knowledge. There is no potential conflict of interest. Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors are grateful to the Rheology App available on the Android platform, which helps improve the understanding and analysis of the rheological data. This study was supported by the Prime Minister’s Fellowship for Doctoral Research, sponsored by Shell India Markets Pvt. Ltd. and the Government Body Federation of Indian Chambers of Commerce & Industry (FICCI)–Science and Engineering Research Board (SERB), India. The authors thank Mayank Varshney of Anton Paar India for help with the data verification.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 9September 2022

History

Received: Aug 19, 2021
Accepted: Jan 5, 2022
Published online: Jun 24, 2022
Published in print: Sep 1, 2022
Discussion open until: Nov 24, 2022

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Research Scholar, Transportation Engineering Group, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Haridwar, Uttarakhand 247667, India. ORCID: https://orcid.org/0000-0002-6274-7658. Email: [email protected]
Gondaimei Ransinchung Rongmei Naga, Ph.D. https://orcid.org/0000-0002-7002-0993 [email protected]
Professor and Coordinator, Transportation Engineering Group, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Haridwar, Uttarakhand 247667, India (corresponding author). ORCID: https://orcid.org/0000-0002-7002-0993. Email: [email protected]
MoRTH Chair Professor, Transportation Engineering Group, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Haridwar, Uttarakhand 247667, India. ORCID: https://orcid.org/0000-0002-2463-5532. Email: [email protected]
Sumanta Raha, Ph.D. [email protected]
Lead Rheologist, Anton Paar India Pvt. Ltd., Sector 1, Bidhannagar, Kolkata, West Bengal 700064, India. Email: [email protected]

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Cited by

  • Mix design, development, production and policies of recycled hot mix asphalt: A review, Journal of Traffic and Transportation Engineering (English Edition), 10.1016/j.jtte.2022.06.004, 9, 5, (765-794), (2022).
  • Novel concentration master curve and rheological characterization of recycled asphalt binders, Environmental Science and Pollution Research, 10.1007/s11356-022-20478-6, 29, 48, (72568-72585), (2022).

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