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Comparative analysis on rheological characteristics of different modified asphalt based on DSR and BBR evaluation

Guangyuan Wu (College of Civil Engineering, Northeast Forestry University, Harbin, China)
Haitao Zhang (College of Civil Engineering, Northeast Forestry University, Harbin, China)
Junfeng Sun (College of Civil Engineering, Northeast Forestry University, Harbin, China)
Tengjiang Yu (College of Civil Engineering, Northeast Forestry University, Harbin, China)

Journal of Engineering, Design and Technology

ISSN: 1726-0531

Article publication date: 29 November 2021

Issue publication date: 8 November 2023

176

Abstract

Purpose

In order to evaluate the rheological properties of asphalt more comprehensively and effectively, and to explore and discuss the practicability of relevant models in the evaluation of the rheological properties of asphalt.

Design/methodology/approach

Based on the rheological and viscoelastic theories, temperature scanning, frequency scanning and multiple stress creep recovery (MSCR) tests of different modified asphalt were carried out by dynamic shear rheometer (DSR) to obtain relevant viscoelastic parameters and evaluate the high temperature properties of different modified asphalt. Based on the time-temperature equivalence principle, the main curve was constructed to study the viscoelastic properties of asphalt in a wider frequency domain. The main curve was fitted with the CAM model, and the rheological properties of different modified asphalt were evaluated through the analysis of model parameters. The creep stiffness and creep velocity of different modified asphalt were obtained through the rheological test of bending beam (BBR), and the low-temperature performance of different modified asphalt was analyzed by using Burgers model to fit the creep compliance.

Findings

The results show that the high temperature rheological properties of several modified asphalt studied in the test are ranked from best to worst as follows: PE modified asphalt > SBS modified asphalt > SBR modified asphalt. Short-term aging can improve the high temperature performance of asphalt, and different types of modifiers can promote or inhibit this improvement effect. Based on BBR test and Burgers model fitting analysis, SBR modified asphalt has the best low temperature performance, followed by SBS modified asphalt, while PE modified asphalt has poor low temperature performance, so it is not suitable to be used as road material in low temperature area.

Originality/value

Combined with effective evaluation methods, the rheological properties of asphalt at different temperatures and angles were systematically evaluated, and the evolution of rheological properties of asphalt characterized by model parameters was further analyzed by advanced model simulation.

Keywords

Acknowledgements

The authors gratefully appreciate the supports from the province key laboratory of road in Northeast Forestry University and the foundations for the project of National Natural Science Foundation of China (E080703) and the project of Heilongjiang Traffic and Transportation Department.

Citation

Wu, G., Zhang, H., Sun, J. and Yu, T. (2023), "Comparative analysis on rheological characteristics of different modified asphalt based on DSR and BBR evaluation", Journal of Engineering, Design and Technology, Vol. 21 No. 5, pp. 1568-1587. https://doi.org/10.1108/JEDT-05-2021-0282

Publisher

:

Emerald Publishing Limited

Copyright © 2021, Emerald Publishing Limited

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