RUTTING IN ASPHALT MIXTURES – A REVIEW

Main Article Content

Hugo Alexander Rondón Quintana
Carlos Alfonso Zafra
Fredy Reyes

Abstract

Vehicles that pass over a pavement structure induce load and unload cycles that generate recoverable (resilient) and permanent (plastic) deformations within layers. Pavement has been developing studies since the decade of the 60´s with the purpose of attempting to understand the visco-elasto-plastic behavior of asphalt mixtures. This has the purpose of evaluating and understanding how the main damage mechanisms that are sought to be controlled in flexible pavement design methods are generated. One of the main damage mechanisms for these types of pavements is rutting. Based on the reviewed literature in relation to the phenomenon of rutting in asphalt mixtures, this article depicts and describes in summary, the main variables that influence the generation of said phenomenon in pavement. The end of the article presents the evolution of equations developed through theoretical and experimental studies in order to attempt to predict the phenomenon of rutting.


How to Cite
Rondón Quintana, H. A., Zafra, C. A. ., & Reyes, F. (2024). RUTTING IN ASPHALT MIXTURES – A REVIEW. Revista Ingenierías Universidad De Medellín, 22(43), 1–26. https://doi.org/10.22395/rium.v22n43a3

Article Details

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Author Biographies

Hugo Alexander Rondón Quintana, Universidad Distrital Francisco José de Caldas

Facultad del Medio Ambiente y Recursos Naturales, Universidad Distrital Francisco José de Caldas, Bogotá –
Colombia

Carlos Alfonso Zafra, Universidad Distrital Francisco José de Caldas

Grupo de Investigación en Ingeniería Ambiental - GIIAUD, Universidad Distrital Francisco José de Caldas,
Bogotá - Colombia

Fredy Reyes, Pontificia Universidad Javeriana

Facultad de Ingeniería, Pontificia Universidad Javeriana, Bogotá - Colombia

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