Estudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia

dc.contributorSabau, Marian
dc.contributorCanales Vega, Fausto
dc.creatorCervantes Cárdenas, Andrés Felipe De Jesús
dc.date2020-12-03T16:34:10Z
dc.date2020-12-03T16:34:10Z
dc.date2020
dc.date.accessioned2023-10-03T19:08:04Z
dc.date.available2023-10-03T19:08:04Z
dc.identifierhttps://hdl.handle.net/11323/7557
dc.identifierCorporación Universidad de la Costa
dc.identifierREDICUC - Repositorio CUC
dc.identifierhttps://repositorio.cuc.edu.co/
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/9168076
dc.descriptionThe purpose of this work is to analyze the impact of implementing a pervious concrete, where rainwater can infiltrate without compromising basic and functional parameters. A study of 50 designs of pervious concrete mix from the literature was carried out. The guide of the ACI 522-R standard was used to propose the design of 2 pervious concrete mixes and corroborate their applicability in Barranquilla, that currently has a deficit in the drainage system that gives rise to large streams when it rains. The analysis of results was carried out by means of tables, graphs, and simple and multiple linear regression was applied as a statistical method to find a correlation between the different variables analyzed. The multiple regression carried out on the pervious concretes of the G_A_Traditional group resulted in a coefficient of multiple correlation of 0,88, rating it as strong and an adjusted R2 of 0,54. It was considered that the N1 mix design can withstand a rain intensity of 223,8 mm/h while the N2 supports 96 mm/h, the difference is due to the calculated void content of 24% and 20%, respectively. Given the results obtained, it can be affirmed that the application of pervious concrete is a viable alternative for the mitigation of the problem presented, in addition to being cheaper than traditional concrete.
dc.descriptionEl presente trabajo tiene como finalidad analizar el impacto de implementar un concreto permeable, donde el agua lluvia pueda infiltrarse sin comprometer parámetros básicos y funcionales. Se realizó un estudio a 50 diseños de mezcla de concreto permeable realizados a nivel local e internacional, se utilizó la guía de la norma ACI 522-R para proponer el diseño de 2 concretos permeables y corroborar su aplicabilidad en la ciudad de Barranquilla, que actualmente tiene un déficit en el sistema de drenaje que da origen a grandes arroyos cuando llueve. El análisis de resultados se realizó por medio de tablas, gráficos y se aplicó la regresión lineal simple y múltiple como método estadístico para encontrar correlación entre las diferentes variables analizadas. La regresión múltiple realizada a los concretos permeables del grupo G_A_Tradicional dio como resultado un coeficiente de correlación múltiple de 0,88 calificándola de fuerte y un R2 ajustado de 0,54. Se consideró que el diseño de mezcla N1 puede soportar una intensidad de lluvia de 223,8 mm/h mientras que el N2 soporta 96 mm/h la diferencia se debe al contenido de vacíos calculado, de 24% y 20% respectivamente. Dado los resultados obtenidos se puede afirmar que la aplicación de concretos permeables es una alternativa viable para la mitigación de la problemática planteada, además, de ser más económico que un concreto tradicional.
dc.formatapplication/pdf
dc.formatapplication/pdf
dc.languagespa
dc.publisherCorporación Universidad de la Costa
dc.publisherIngeniería Civil
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dc.rightsAttribution-NonCommercial-ShareAlike 4.0 International
dc.rightshttp://creativecommons.org/licenses/by-nc-sa/4.0/
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightshttp://purl.org/coar/access_right/c_abf2
dc.subjectInfiltration
dc.subjectPorosity
dc.subjectPervious concrete
dc.subjectRain intensity
dc.subjectInfiltración
dc.subjectPorosidad
dc.subjectConcreto permeable
dc.subjectConcreto permeable
dc.subjectIntensidad de lluvia
dc.titleEstudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia
dc.typeTrabajo de grado - Pregrado
dc.typehttp://purl.org/coar/resource_type/c_7a1f
dc.typeText
dc.typeinfo:eu-repo/semantics/bachelorThesis
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typehttp://purl.org/redcol/resource_type/TP
dc.typeinfo:eu-repo/semantics/acceptedVersion
dc.typehttp://purl.org/coar/version/c_ab4af688f83e57aa


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