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“Study of Thermal Conductivity & Rheological Characterization of Graphene-Modified Asphalt Binder”

Er. Naveed Amin Beigh, Er. Ajay Singh Thakur, Dr. Amit Gupta

Abstract


Temperature-induced rutting is a common problem for asphalt pavements, with the rheological properties of binder being a major factor, accounting for up to 40% of rutting occurrence. With the increase in overloaded commercial vehicles, rutting has become a more frequent issue on highways. To address this problem, there is growing interest in using high thermal conductivity materials in asphalt binders to counter the low thermal conductivity of neat asphalt. In this study, the potential of graphene as a material for enhancing asphalt properties and promoting pavement sustainability was investigated. Graphene is a remarkable material with unique physical, mechanical, thermal, and electrical properties. The study involved modifying VG30 and VG40 asphalt binders with four different proportions of graphene. The modified asphalt binders showed improved properties for high-temperature rutting, while maintaining their storage stability. The viscosity and complex shear modulus of the asphalt binder were enhanced almost twofold by the additive, as verified by the absolute viscosity value. The susceptibility to rutting was tested for both unaged control and modified binders. The study also observed the enhancement of thermal properties of asphalt binder with different graphene dosages using the heat flow meter principle. The results showed that a 2% dosage of graphene increased thermal conductance twofold compared to the control binder. Overall, the study suggests that graphene has great potential for enhancing asphalt binder properties, which can help reduce rutting and improve the sustainability of pavement structures.



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References


Airey, G., Rahimzadeh, B., and Collop, A. (2002). "Linear viscoelastic limits of bituminous binders." Journal of the Association of Asphalt Paving Technologists, Volume 71, 89-115.

Ali, A. W., Kim, H. H., Mazumder, M., Lee, M.-S., and Lee, S.-J. (2018). "Multiple Stress Creep Recovery (MSCR) characterization of polymer modified asphalt binder containing wax additives." International Journal of Pavement Research and Technology.

Baochang, Z. A., Man, X., Dewen, Z., and H, Z. (2009). "The effect of styrene butadiene rubber or montmorillonite modification." Construction and Building Materials, 23, 3112-3117.

Becker, Y., Méndez, M. P., and Rodríguez, Y. (2001). "Poly Modified Asphalt." Vision Technologica, 39-50.

Behnood, A., and Gharehveran, M. M. (2019). "Morphology, rheology, and physical properties of polymer-modified asphalt binders." European Polymer Journal, 766–791.

Chuah, S., Pan, Z., Sanjayan, J. G., Wang, C. M., and Duan, W. H. (2014). "Nano reinforced cement and concrete composites and new perspective from graphene oxide." Construction and Building Materials, 113-124.

Compton, O. C., Jain, B., Dikin, D. A., Abouimrane, A., Amine, K., and Nguyen, S. T. (2011). "Chemically Active Reduced Graphene Oxide with Tunable C/O Ratios." ACS Nano, 4380–4391.

Coplantz, J. S., Yapp, M. T., and Finn, F. N. (1993). "Review of relationships between modified asphalt properties and pavement performance - SHRP - A - 631." National academy of sciences: Washington, DC.

Cucalon, L. G., Kaseer, F., Arámbula-Mercado, E., Martin, A. E., Morian, N., Pournoman, S., and Hajj, E. (2018). "The crossover temperature: significance and application towards engineering balanced recycled binder blends." Road Materials and Pavement Design, 2164-7402.

D'Angelo, J. A. (2009). "Effect of Polyphosphoric Acid on Asphalt Binder Properties." Transportation Research Circular E-C160 - Polyphosphoric Acid Modification of Asphalt Binders: A Workshop, Transportation Research Board: Minneapolis, Minnesota, 27-39.


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