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

The 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...

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Autores:: Cervantes Cárdenas, Andrés Felipe De Jesús

Tipo de recurso:: Trabajo de grado de pregrado

Fecha de publicación:: 2020

Institución:: Corporación Universidad de la Costa

Repositorio:: REDICUC - Repositorio CUC

Idioma:: spa

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network_acronym_str	RCUC2
network_name_str	REDICUC - Repositorio CUC
repository_id_str
dc.title.spa.fl_str_mv	Estudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia
title	Estudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia
spellingShingle	Estudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia Infiltration Porosity Pervious concrete Rain intensity Infiltración Porosidad Concreto permeable Concreto permeable Intensidad de lluvia
title_short	Estudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia
title_full	Estudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia
title_fullStr	Estudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia
title_full_unstemmed	Estudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia
title_sort	Estudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia
dc.creator.fl_str_mv	Cervantes Cárdenas, Andrés Felipe De Jesús
dc.contributor.advisor.spa.fl_str_mv	Sabau, Marian Canales Vega, Fausto
dc.contributor.author.spa.fl_str_mv	Cervantes Cárdenas, Andrés Felipe De Jesús
dc.subject.spa.fl_str_mv	Infiltration Porosity Pervious concrete Rain intensity Infiltración Porosidad Concreto permeable Concreto permeable Intensidad de lluvia
topic	Infiltration Porosity Pervious concrete Rain intensity Infiltración Porosidad Concreto permeable Concreto permeable Intensidad de lluvia
description	The 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.
publishDate	2020
dc.date.accessioned.none.fl_str_mv	2020-12-03T16:34:10Z
dc.date.available.none.fl_str_mv	2020-12-03T16:34:10Z
dc.date.issued.none.fl_str_mv	2020
dc.type.spa.fl_str_mv	Trabajo de grado - Pregrado
dc.type.coar.spa.fl_str_mv	http://purl.org/coar/resource_type/c_7a1f
dc.type.content.spa.fl_str_mv	Text
dc.type.driver.spa.fl_str_mv	info:eu-repo/semantics/bachelorThesis
dc.type.redcol.spa.fl_str_mv	http://purl.org/redcol/resource_type/TP
dc.type.version.spa.fl_str_mv	info:eu-repo/semantics/acceptedVersion
format	http://purl.org/coar/resource_type/c_7a1f
status_str	acceptedVersion
dc.identifier.uri.spa.fl_str_mv	https://hdl.handle.net/11323/7557
dc.identifier.instname.spa.fl_str_mv	Corporación Universidad de la Costa
dc.identifier.reponame.spa.fl_str_mv	REDICUC - Repositorio CUC
dc.identifier.repourl.spa.fl_str_mv	https://repositorio.cuc.edu.co/
url	https://hdl.handle.net/11323/7557 https://repositorio.cuc.edu.co/
identifier_str_mv	Corporación Universidad de la Costa REDICUC - Repositorio CUC
dc.language.iso.none.fl_str_mv	spa
language	spa
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spelling	Sabau, MarianCanales Vega, FaustoCervantes Cárdenas, Andrés Felipe De Jesús2020-12-03T16:34:10Z2020-12-03T16:34:10Z2020https://hdl.handle.net/11323/7557Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/The 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.El 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.application/pdfspaCorporación Universidad de la CostaIngeniería CivilAttribution-NonCommercial-ShareAlike 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-sa/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2InfiltrationPorosityPervious concreteRain intensityInfiltraciónPorosidadConcreto permeableConcreto permeableIntensidad de lluviaEstudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, ColombiaTrabajo de grado - Pregradohttp://purl.org/coar/resource_type/c_7a1fTextinfo:eu-repo/semantics/bachelorThesishttp://purl.org/redcol/resource_type/TPinfo:eu-repo/semantics/acceptedVersionAASHTO. (2017). AASHTO M 80-13 (2017). https://www.techstreet.com/standards/aashto-m-80- 13-2017?product_id=1862985#jumpsAENOR Asociación Española de Normalización. (2001). Ensayos de hormigón endurecido. Parte 4: Resistencia a compresión. Características de las máquinas de ensayo. https://www.une.org/encuentra-tu-norma/busca-tu-norma/norma?c=N0024053AENOR Asociación Española de Normalización. (2009a). Ensayos de hormigón endurecido. Parte 3: Determinación de la resistencia a compresión de probetas. https://www.une.org/encuentra-tu-norma/busca-tu-norma/norma?c=N0043808AENOR Asociación Española de Normalización. (2009b). Ensayos para determinar las propiedades mecánicas y físicas de los áridos. Parte 5: Determinación del contenido de agua por secado en estufa. https://www.une.org/encuentra-tu-norma/busca-tunorma/norma?c=N0042552AENOR Asociación Española de Normalización. (2014). Ensayos para determinar las propiedades mecánicas y físicas de los áridos. Parte 6: Determinación de la densidad de partículas y la absorción de agua. https://www.une.org/encuentra-tu-norma/busca-tunorma/norma/?c=N0052839Alcaldía de Barranquilla. (, February). Plan de Ordenamiento Territorial – Alcaldía de Barranquilla. 2014. https://www.barranquilla.gov.co/transparencia/planeacion/politicaslineamientos-y-manuales/planes-estrategicos/plan-de-ordenamiento-territorialAlShareedah, O., Nassiri, S., Chen, Z., Englund, K., Li, H., & Fakron, O. (2019). Field performance evaluation of pervious concrete pavement reinforced with novel discrete reinforcement. Case Studies in Construction Materials, 10, e00231. https://doi.org/10.1016/j.cscm.2019.e00231AlShareedah, O., Nassiri, S., & Dolan, J. D. (2019). Pervious concrete under flexural fatigue loading: Performance evaluation and model development. Construction and Building Materials, 207, 17–27. https://doi.org/10.1016/j.conbuildmat.2019.02.111American Concrete Institute. (1991). 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(2016). zoológico de Portland, Oregon. https://www.oregonzoo.org/PublicationORIGINALESTUDIO DE FACTIBILIDAD DEL CONCRETO PERMEABLE Y SU POSIBLE APLICACIÓN EN LA CIUDAD DE BARRANQUILLA, COLOMBIA.pdfESTUDIO DE FACTIBILIDAD DEL CONCRETO PERMEABLE Y SU POSIBLE APLICACIÓN EN LA CIUDAD DE BARRANQUILLA, COLOMBIA.pdfapplication/pdf3676438https://repositorio.cuc.edu.co/bitstreams/cee8b728-7821-4b50-8432-731c07dbccde/download8c3b0c33bbc41ad06df9a6d9c1f3ad42MD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-81031https://repositorio.cuc.edu.co/bitstreams/c706884c-5b10-4a6c-95ed-081d6aee4f39/download934f4ca17e109e0a05eaeaba504d7ce4MD52LICENSElicense.txtlicense.txttext/plain; charset=utf-83196https://repositorio.cuc.edu.co/bitstreams/df62e3a3-8db9-4514-84cb-c18315361b5c/downloade30e9215131d99561d40d6b0abbe9badMD53THUMBNAILESTUDIO DE FACTIBILIDAD DEL CONCRETO PERMEABLE Y SU POSIBLE APLICACIÓN EN LA CIUDAD DE BARRANQUILLA, COLOMBIA.pdf.jpgESTUDIO DE FACTIBILIDAD DEL CONCRETO 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Estudio de factibilidad del concreto permeable y su posible aplicación en la ciudad de Barranquilla, Colombia

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