All Outputs (4)

Comparison of the Effects of Hydrated Lime on the Moisture-Induced Damage of Stone Mastic Asphalt (SMA) Mixtures (2021)
Conference Proceeding
Badal, A., Carvajal-Munoz, J. S., & Airey, G. (2022). Comparison of the Effects of Hydrated Lime on the Moisture-Induced Damage of Stone Mastic Asphalt (SMA) Mixtures. In Proceedings of the RILEM International Symposium on Bituminous Materials (465-471). https://doi.org/10.1007/978-3-030-46455-4_59

Moisture-induced damage is one of the most prominent distresses affecting pavement structures worldwide. As a consequence, various strategies for mitigating this phenomenon have been proposed, including the use of additives to improve bitumen-aggrega... Read More about Comparison of the Effects of Hydrated Lime on the Moisture-Induced Damage of Stone Mastic Asphalt (SMA) Mixtures.

Experimental Investigation on Water Loss and Stiffness of CBTM Using Different RA Sources (2021)
Conference Proceeding
Grilli, A., Raschia, S., Perraton, D., Carter, A., Rahmanbeiki, A., Kara De Maeijer, P., …Tebaldi, G. (2022). Experimental Investigation on Water Loss and Stiffness of CBTM Using Different RA Sources. In H. Di Benedetto, H. Baaj, E. Chailleux, G. Tebaldi, C. Sauzéat, & S. Mangiafico (Eds.), Proceedings of the RILEM International Symposium on Bituminous Materials: ISBM Lyon 2020 (11-17). https://doi.org/10.1007/978-3-030-46455-4_2

Cold recycling of reclaimed asphalt (RA) is a promising technique to build or to maintain roads, combining performance and environmental advantages. Although this technique has been extensively used worldwide, there is no unique and internationally-s... Read More about Experimental Investigation on Water Loss and Stiffness of CBTM Using Different RA Sources.

Temperature Dependency of the Stiffening Effect of Hydrated Lime in Stone Mastic Asphalt (SMA) Mixtures (2021)
Conference Proceeding
Cardenas, M., Carvajal-Munoz, J. S., & Airey, G. (2022). Temperature Dependency of the Stiffening Effect of Hydrated Lime in Stone Mastic Asphalt (SMA) Mixtures. In H. Di Benedetto, H. Baaj, E. Chailleux, G. Tebaldi, C. Sauzéat, & S. Mangiafico (Eds.), Proceedings of the RILEM International Symposium on Bituminous Materials: ISBM 2020 (1743-1749). https://doi.org/10.1007/978-3-030-46455-4_221

The effect of hydrated lime (HL) on the stiffening effect of bituminous mixtures is mainly driven by a physical phenomenon derived from the higher Rigden Air Voids (RAV) of HL in contrast to other filler types commonly used in bituminous mixtures suc... Read More about Temperature Dependency of the Stiffening Effect of Hydrated Lime in Stone Mastic Asphalt (SMA) Mixtures.

Fracture Characterization of Stone Mastic Asphalt (SMA) with Hydrated Lime Through the Semi-circular Bending Test Approach (2021)
Conference Proceeding
Ahmed, A. M., Carvajal-Munoz, J. S., & Airey, G. (2022). Fracture Characterization of Stone Mastic Asphalt (SMA) with Hydrated Lime Through the Semi-circular Bending Test Approach. In Proceedings of the RILEM International Symposium on Bituminous Materials (935-941). https://doi.org/10.1007/978-3-030-46455-4_119

Hydrated lime (HL) use as an active filler is due to its ability to increase the stiffness of asphalt mixtures as well as the mechanical and physicochemical performance through improved rutting resistance, reduced aging, and enhanced moisture-induced... Read More about Fracture Characterization of Stone Mastic Asphalt (SMA) with Hydrated Lime Through the Semi-circular Bending Test Approach.