EventsThe 1st International Online Conference on CivilEng
Published
This submission belongs to the session S5. Construction and Material Engineering of the event The 1st International Online Conference on CivilEng
Published date
09 Nov, 2026
Academic Editor
author-avatarAires Camões
Contribution&Funding
Conceptualization,
[Chathurika Dassanayake] ; [Nuha S. Mashaan]
Methodology,
[Chathurika Dassanayake] ; [Nuha S. Mashaan]
Formal analysis,
[Chathurika Dassanayake]
Investigation,
[Chathurika Dassanayake]
Writing - original draft,
[Chathurika Dassanayake] ; [Suneth Sirinatha]
Writing - review,
[editing] ; [Chathurika Dassanayake] ; [Nuha S. Mashaan]
Supervision,
[Nuha S. Mashaan]
Funding: --
Citation
Chathurika Dassanayake, Nuha S. Mashaan, Suneth Sirinatha, Performance Evaluation of Biochar-Modified Bitumen: Physical, Rheological, and Short-Term Aging Characteristics, in Proceedings of The 1st International Online Conference on CivilEng, 12 November–13 November 2026, MDPI: Basel, Switzerland
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Performance Evaluation of Biochar-Modified Bitumen: Physical, Rheological, and Short-Term Aging Characteristics

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1. School of Engineering, Edith Cowan University, Joondalup, 6027, Australia
Abstract

Petroleum-based bitumen binders face increasing sustainability challenges due to aging, rutting susceptibility, thermal sensitivity, and their high carbon footprint. Biochar, a carbon-rich material produced through biomass pyrolysis, has emerged as a promising waste-derived modifier capable of enhancing binder performance while supporting circular economy principles in pavement engineering. This research investigates the effects of incorporating 5%, 10%, and 15% biochar into C600 bitumen on its physical, rheological, and short-term aging properties. Binder performance was evaluated using penetration, softening point, and viscosity tests at 135°C and 165°C. Rheological properties were assessed using a Dynamic Shear Rheometer (DSR) to determine the complex shear modulus (G*), phase angle (δ), and rutting parameter (G*/sinδ), together with the Multiple Stress Creep Recovery (MSCR) test. Short-term aging performance was evaluated using the Thin Film Oven Test (TFOT). The physicochemical characteristics of the biochar were characterized using Scanning Electron Microscopy (SEM), Thermogravimetric Analysis (TGA), X-ray Diffraction (XRD), and Brunauer–Emmett–Teller (BET) analysis. The results showed that biochar improved the physical, rheological, and short-term aging performance of C600 bitumen. Compared with the control binder, the 10% biochar-modified binder exhibited a 27% reduction in penetration and a 7% increase in softening point, indicating enhanced binder stiffness and improved high-temperature performance. Biochar addition also increased binder viscosity and enhanced resistance to short-term aging following TFOT. Based on the MSCR results, the 10% biochar-modified binder achieved the High (H) traffic grade, demonstrating superior rutting resistance, whereas the 15% biochar-modified binder was classified as the Standard (S) traffic grade, indicating that 10% biochar provided the optimum overall performance. The findings demonstrate the potential of biochar as a sustainable waste-derived modifier for improving the high-temperature performance and aging resistance of bitumen. Further research should focus on low-temperature performance, long-term aging behaviour, field validation, and life-cycle assessment to facilitate practical implementation in sustainable pavement applications.

Keywords
Biochar
C600
Bitumen modification
Rheological properties
Multiple Stress Creep Recovery
Rutting resistance
Short-term aging
Sustainable pavement
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