Benefits of Adding Hydrated Lime to Asphalt Mixtures: A Review
Journal: Journal of Building Technology DOI: 10.32629/jbt.v7i1.3771
Abstract
Hydrated lime is used as an additive for asphalt mixtures, since it enhances the properties of the material in a unique way, enabling a longer service life. In this study, several scientific articles were analyzed in order to understand some of the methods employed of adding hydrated lime to the asphalt mixtures, as well as the optimum amount of hydrated lime that will significantly improve the material's response towards diverse factors. It was found that the researchers usually add hydrated lime in percentages ranging between 1%-2% in weight of aggregates. Also, in the case of asphalt modified with hydrated lime, the material is stiffer and more resistant to moisture damage. Finally, after this literature review, it is concluded that adding 1.5% of hydrated lime resulted in the most promising properties being obtained in most of the studies considered.
Keywords
asphalt; hydrated lime; moisture damage; asphalt matrix
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[3] Caro, S., Masad, E., Bhasin, A., y Little, D. N. (2008). Moisture susceptibility of asphalt mixtures, part 1: mechanisms. International Journal of Pavement Engineering, 9(2), 81-98. doi: 10.1080/10298430701792128
[4] EuLA (2011). Hydrated lime: a proven additive for durable asphalt pavements critical literature review. Recuperado de: https:// www.eula.eu/hydrated-lime-a-proven-additive-for-durable-asphalt-pavements-critical-literature-review-paper/
[5] Gutiérrez, L. (2017). Diseño de asfalto en caliente mejorado con el uso de cal hidratada en la Av. Camino Dibos, ICA, 2017. (Tesis de grado). Universidad César Vallejo, Lima.
[6] Han, S., Dong, S., Yin, Y., Liu, M., y Liu, Y. (2020). Study on the effect of hydrated lime content and fineness on asphalt properties. Construction and Building Materials, 244, 1-9. doi: 10.1016/j.conbuildmat.2020.118379
[7] Jiménez, M. (2015). Análisis del efecto de nano partículas de cal hidratada en el desempeño del ligante asfáltico. (Tesis de grado). Universidad de Costa Rica, San José.
[8] Khattak, M., y Kyatham, V. (2008a). Mechanistic characteristics of moisture damaged asphalt matrix and hot mix asphalt mixtures. Airfield and Highway Pavements 2008, Washington.
[9] Khattak, M., y Kyatham, V. (2008b). Viscoelastic behavior of hydrated lime-modified asphalt matrix and hot-mix asphalt under moisture damage conditions. Journal of the Transportation Research Board, 2057(1), 64-74. doi: 10.3141/2057-08
[10] Kim, Y., Lutif, S., Bhasin, A., y Little, D. (2008). Evaluation of moisture damage mechanisms and effects of hydrated lime in asphalt mixtures through measurements of mixture component properties and performance testing. Journal of Materials in Civil Engineering, 20(10), 659-667. doi: 10.1061/(ASCE)0899-1561(2008)20:10(659)
[11] Kollaros, G., Kalaitzaki, E., y Athanasopoulou, A. (2017). Using hydrated lime in hot mix asphalt mixtures in road construction. American Journal of Engineering Research (AJER), 6(7), 261-266.
[12] Lesueur, D., Petit, J., y Ritter, H. (2013). The mechanisms of hydrated lime modification of asphalt mixtures: a state-of-the-art review. Road Materials and Pavement Design, 14(1), 1-16. doi: 10.1080/14680629.2012.743669
[13] Little, D., y Petersen, C. (2005). Unique effects of hydrated lime filler on the performance- related properties of asphalt cements: physical and chemical interactions revisited. Journal of Materials in Civil Engineering, 17(2), 207-218. doi: 10.1061/ (ASCE)0899-1561(2005)17:2(207)
[14] Moon, K., Falchetto, A., Wang, D., Riccardi, C., y Wistuba, M. (2017). Mechanical performance of asphalt mortar containing hydrated lime and EAFSS at low and high temperatures. Materials, 10(7), 1-20. doi: 10.3390/ma10070743
[15] Mouillet, V., Séjourné, D., Delmotte, V., Ritter, H., y Lesueur, D. (2014). Method of quantification of hydrated lime in asphalt mixtures. Construction and Building Materials , 68, 348-354. doi: 10.1016/j.conbuildmat.2014.06.063
[16] National Lime Association (2006). The benefits of hydrated lime in hot mix asphalt. Recuperado de: https://www.scholarworks.unr. edu/handle/11714/4927
[17] Rasouli, A., Kavussi, A., Qazizadeh, M., y Taghikhani, A. (2018). Evaluating the effect of laboratory aging on fatigue behavior of asphalt mixtures containing hydrated lime. Construction and Building Materials, 164, 655-662. doi: 10.1016/j. conbuildmat.2018.01.003
[18] LanammeUCR (2016). Daño por humedad en mezclas asfálticas (Informe LM-PI-UMP-044-R3). Recuperado de: https://www. lanamme.ucr.ac.cr/repositorio/handle/50625112500/991
[19] LanammeUCR (2017). Daño por humedad en mezclas asfálticas (Informe LM-PI-UMP-044-R4). Recuperado de: https://www. lanamme.ucr.ac.cr/repositorio/handle/50625112500/977
[20] LanammeUCR (2018). Daño por humedad en mezclas asfálticas (Informe LM-PI-UMP-044-R5). Recuperado de: https://www. lanamme.ucr.ac.cr/repositorio/handle/50625112500/1710
[21] Vargas, M. (2016). Efecto en la resistencia al daño por humedad de la mezcla asfáltica en caliente al añadir cal y nano cal hidratada (Tesis de grado). Universidad de Costa Rica, San José.
[22] Zamora, F., y Mora, E. (2019). Influencia de la cal hidratada en mezclas asfálticas drenantes (Tesis de grado). Universidad Católica de Colombia, Bogotá.
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