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Ahuellamiento en mezclas asfálticas – revisión

dc.contributor.authorRondón Quintana, Hugo Alexander
dc.contributor.authorZafra Mejía, Carlos Alfonso
dc.contributor.authorReyes Lizcano, Fredy Alberto
dc.date.accessioned2024-10-29T20:35:50Z
dc.date.available2024-10-29T20:35:50Z
dc.date.created2024-05-24
dc.identifier.issn1692-3324
dc.identifier.urihttp://hdl.handle.net/11407/8615
dc.descriptionVehicles that drive over a pavement structure induce load and unload cycles that generate recoverable (resilient) and permanent (plastic) deformations within pavement layers. Pavement has been studied since the 1960s with the purpose of understanding the visco-elasto-plastic behavior of asphalt mixtures. This, in turn, has the purpose of evaluating and understanding the origin of the main damage mechanisms that the designers of f lexible pavement design methods seek to control. One of the main damage mechanisms for these types of pavements is rutting. Based on the reviewed literature related to rutting in asphalt mixtures, this article depicts and describes, in summary, the main variables that influence the occurrence of said phenomenon in pavement. The end of the article presents the evolution of equations developed through theoretical and experimental studies to predict the phenomenon of rutting.eng
dc.descriptionLos vehículos que pasan por encima de una estructura de pavimento inducen ciclos de carga y descarga que generan deformaciones recupe-rables (resilientes) y permanentes (plásticas) en las capas del pavimento. El pavimento se ha estudiado desde la década de 1960 con el fin de comprender el comportamiento visco-elasto-plástico de las mezclas asfálticas y así evaluar y comprender cómo se generan los principales mecanismos de daño que se buscan controlar en los métodos de diseño de pavimentos flexibles. Uno de los principales mecanismos de daño en estos tipos de pavimentos es el ahuellamiento. De acuerdo a la revisión de la literatura relacionada con el ahuellamiento en mezclas asfálticas, en este artículo se muestran y describen, de forma resumida, las variables que influencian la aparición de dicho fenómeno en el pavimento. El final del artículo contiene la evolución de las ecuaciones, desarrolladas mediante estudios teóricos y experimentales, que buscan predecir el fenómeno del ahuellamiento.spa
dc.format.extentp. 1-26
dc.format.mediumElectrónicospa
dc.format.mimetypeapplication/pdf
dc.format.mimetypePDF
dc.language.isoengeng
dc.publisherUniversidad de Medellínspa
dc.relation.ispartofseriesRevista Ingenierías Universidad de Medellín; Vol. 22 No. 43 (2023)
dc.relation.haspartRevista Ingenierías Universidad de Medellín; Vol. 22 Núm. 43 julio-diciembre 2023
dc.relation.urihttps://revistas.udem.edu.co/index.php/ingenierias/article/view/3489
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceRevista Ingenierías Universidad de Medellín; Vol. 22 No. 43 (2023): (julio-diciembre); 1-26
dc.subjectRuttingeng
dc.subjectAsphalt pavementeng
dc.subjectAsphalt mixtureeng
dc.subjectMathematical equationseng
dc.subjectAhuellamientospa
dc.subjectPavimento asfálticospa
dc.subjectMezcla asfálticaspa
dc.subjectEcuaciones matemáticasspa
dc.titleRutting in asphalt mixtures – a reviewspa
dc.titleAhuellamiento en mezclas asfálticas – revisiónspa
dc.typeArticleeng
dc.identifier.doihttps://doi.org/10.22395/rium.v22n43a3
dc.relation.citationvolume22
dc.relation.citationissue43
dc.relation.citationstartpage1
dc.relation.citationendpage26
dc.audienceAcademic communityspa
dc.audienceComunidad Universidad de Medellínspa
dc.publisher.facultyFacultad de Ingenieríasspa
dc.coverageLat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degreesLong: 075 36 00 W degrees minutes Long: -75.6000 decimal degreesspa
dc.publisher.placeMedellín
dc.identifier.e-issn2248-4094
dc.audience.spaComunidad académicaspa
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