Sobre la permeabilidad de las mezclas asfálticas densas (parte I)

dc.contributorGrupo de Investigación en Geotecnia
dc.creatorSánchez Sabogal, Fernando
dc.date.accessioned2023-07-19T21:05:27Z
dc.date.accessioned2023-09-06T21:16:10Z
dc.date.available2023-07-19T21:05:27Z
dc.date.available2023-09-06T21:16:10Z
dc.date.created2023-07-19T21:05:27Z
dc.date.issued2012
dc.identifier0121-5132
dc.identifierhttps://repositorio.escuelaing.edu.co/handle/001/2499
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/8707095
dc.description.abstractInfiltration of water through the interconnected voids of the asphalt layers produces the loss of the adhesive bond between the aggregate surface and the asphalt binder, initiating deterioration which can result in the destruction of the mat. A first step to face the problems caused by the presence of water in these systems is to quantify the in-place permeability of asphalt mixes used on the surface layers that wear traffic. Based on data on the aggregate gradation and on the permeability and the volumetric composition of existing asphaltic pavement cores, an equation has been developed to estimate the permeability of a dense graded asphalt mix, starting from the percentage of air voids and the gradation of the aggregate that constitute it. The equation can be used by pavement engineers to control the permeability of these mixtures during the design phase as well as during its setting in-place.
dc.description.abstractLa infiltración de agua a través de los vacíos interconectaos s de las capas asfálticas produce pérdidas de adherencia entre el ligante y los agregados, dando inicio a desprendimientos que pueden derivar en las destrucción del pavimento. Un primer paso para enfrentar los problemas causados por la presencia de agua en estos sistemas, cosiste en cuantificar la permeabilidad de las mezclas asfálticas utilizadas en las capas de rodadura. Partiendo de datos sobre la granulometría de los agregados y sobre la permeabilidad y la composición volumétrica de núcleos de pavimentos asfálticos en servicio, se ha desarrollado un ecuación que permite estimar la permeabilidad de una mezcla asfáltica densa a partir de su porcentaje de vacíos con aire y de la granulometría de los agregados que la constituyen. La ecuación puede ser utilizada por los ingenieros de pavimentos para controlar los niveles de permeabilidad de estas mezclas tanto durante la fase de diseño, como durante su colocación en el terreno.
dc.languagespa
dc.publisherUniversidad Escuela Colombiana de Ingeniería Julio Garavito
dc.publisherBogotá
dc.relation16
dc.relation85
dc.relation7
dc.relationXXII
dc.relationN/A
dc.relationRevista de la Escuela Colombiana de Ingeniería
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dc.rightshttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightsAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
dc.titleSobre la permeabilidad de las mezclas asfálticas densas (parte I)
dc.typeArtículo de revista


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