Recommendations for the Design and Construction of Reinforced Concrete Strip Road Pavements

The construction of reinforced concrete strip road pavements has increased in Colombia in recent years. The vast majority of the projects are based on the 500-1P specification, which presents a general design, of which the criteria taken into account in its elaboration are unknown, which generates m...

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Autores:
Orobio, Armando
Orobio, Juan Carlos
Mosquera, Juan Manuel
Tipo de recurso:
Article of journal
Fecha de publicación:
2018
Institución:
Universidad de Medellín
Repositorio:
Repositorio UDEM
Idioma:
spa
OAI Identifier:
oai:repository.udem.edu.co:11407/5503
Acceso en línea:
http://hdl.handle.net/11407/5503
https://doi.org/10.22395/rium.v17n32a4
Palabra clave:
Concrete pavements
Strip road pavement
Construction
Design
Pavimentos de concreto
Placa-trilho
Construção
Desenho
Pavimentos de concreto
Placa-huella
Construcción
Diseño
Rights
License
http://creativecommons.org/licenses/by-nc-sa/4.0/
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dc.title.eng.fl_str_mv Recommendations for the Design and Construction of Reinforced Concrete Strip Road Pavements
dc.title.por.fl_str_mv Recomendações de desenho e construção de pavimentos em placa de concreto armado
dc.title.spa.fl_str_mv Recomendaciones de diseño y construcción de pavimentos en placa-huella de concreto reforzado
title Recommendations for the Design and Construction of Reinforced Concrete Strip Road Pavements
spellingShingle Recommendations for the Design and Construction of Reinforced Concrete Strip Road Pavements
Concrete pavements
Strip road pavement
Construction
Design
Pavimentos de concreto
Placa-trilho
Construção
Desenho
Pavimentos de concreto
Placa-huella
Construcción
Diseño
title_short Recommendations for the Design and Construction of Reinforced Concrete Strip Road Pavements
title_full Recommendations for the Design and Construction of Reinforced Concrete Strip Road Pavements
title_fullStr Recommendations for the Design and Construction of Reinforced Concrete Strip Road Pavements
title_full_unstemmed Recommendations for the Design and Construction of Reinforced Concrete Strip Road Pavements
title_sort Recommendations for the Design and Construction of Reinforced Concrete Strip Road Pavements
dc.creator.fl_str_mv Orobio, Armando
Orobio, Juan Carlos
Mosquera, Juan Manuel
dc.contributor.author.none.fl_str_mv Orobio, Armando
Orobio, Juan Carlos
Mosquera, Juan Manuel
dc.subject.eng.fl_str_mv Concrete pavements
Strip road pavement
Construction
Design
topic Concrete pavements
Strip road pavement
Construction
Design
Pavimentos de concreto
Placa-trilho
Construção
Desenho
Pavimentos de concreto
Placa-huella
Construcción
Diseño
dc.subject.por.fl_str_mv Pavimentos de concreto
Placa-trilho
Construção
Desenho
dc.subject.spa.fl_str_mv Pavimentos de concreto
Placa-huella
Construcción
Diseño
description The construction of reinforced concrete strip road pavements has increased in Colombia in recent years. The vast majority of the projects are based on the 500-1P specification, which presents a general design, of which the criteria taken into account in its elaboration are unknown, which generates many doubts for its use in different projects. In the present article, an analysis of strip road pavement is made and recommendations are given for the design and construction of this type of pavement, taking into account current conditions of use, expected loads, characteristics of the supporting soil, and qualities of materials.
publishDate 2018
dc.date.created.none.fl_str_mv 2018-07-04
dc.date.accessioned.none.fl_str_mv 2019-11-07T15:00:32Z
dc.date.available.none.fl_str_mv 2019-11-07T15:00:32Z
dc.type.eng.fl_str_mv Article
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dc.type.local.spa.fl_str_mv Artículo científico
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dc.identifier.issn.none.fl_str_mv 1692-3324
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/11407/5503
dc.identifier.doi.none.fl_str_mv https://doi.org/10.22395/rium.v17n32a4
dc.identifier.eissn.none.fl_str_mv 2248-4094
dc.identifier.reponame.spa.fl_str_mv reponame:Repositorio Institucional Universidad de Medellín
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reponame:Repositorio Institucional Universidad de Medellín
repourl:https://repository.udem.edu.co/
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url http://hdl.handle.net/11407/5503
https://doi.org/10.22395/rium.v17n32a4
dc.language.iso.none.fl_str_mv spa
language spa
dc.relation.uri.none.fl_str_mv https://revistas.udem.edu.co/index.php/ingenierias/article/view/1573
dc.relation.citationvolume.none.fl_str_mv 17
dc.relation.citationissue.none.fl_str_mv 32
dc.relation.citationstartpage.none.fl_str_mv 69
dc.relation.citationendpage.none.fl_str_mv 83
dc.relation.references.spa.fl_str_mv [1] Alcaldía de Sibaté en Cundinamarca, Colombia, “Placa - huella en concreto reforzado,” Sibaté, 2015.
[2] Scribd.com, “Especificación 500-1P placa-huella en concreto,” [En línea]. Available: https://www.scribd.com/book/72919706/Diseno-Huellas-en-Concreto. [Último acceso: 9 Marzo 2016].
[3] A. Das, Analysis of pavement structures, New York: CRC Press, Taylor & Francis Group, 2014.
[4] C. Van, Pavement design and evaluation: the required mathematics and applications, Brussels: Federation of the Belgian Cement Industry, 204.
[5] J. F. Arango-Londoño, “Diseño de pavimentos reforzados: evaluación de factores de carga y subresistencia por el método LRFD,” Tecno Lógicas, nº 14, pp. 89-103, 2005.
[6] Ministerio de Transporte, “Límites de pesos y dimensiones de los vehículos de carga en Colombia,” Resolución 004100 Ministerio de Transporte, Bogotá DC, 2004.
[7] W. Heukelom y . A. Klomp, “Dynamic testing as a means of controlling pavements during and after construction,” International conference on the structural design of asphalt pavements, vol. 203, nº 1, pp. 667-685, 1962.
[8] Y. H. Huang, Pavement Analysis and Design, Pearson/Prentice Hall, 2004.
[9] R. G. Packard, “Thickness design for concrete highway and street pavements,” Portland Cement Association, 1984.
dc.relation.ispartofjournal.spa.fl_str_mv Revista Ingenierías Universidad de Medellín
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.uri.*.fl_str_mv http://creativecommons.org/licenses/by-nc-sa/4.0/
dc.rights.creativecommons.*.fl_str_mv Attribution-NonCommercial-ShareAlike 4.0 International
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-sa/4.0/
Attribution-NonCommercial-ShareAlike 4.0 International
http://purl.org/coar/access_right/c_abf2
dc.format.extent.spa.fl_str_mv p. 69-83
dc.format.medium.spa.fl_str_mv Electrónico
dc.format.mimetype.none.fl_str_mv application/pdf
dc.coverage.none.fl_str_mv Lat: 06 15 00 N  degrees minutes  Lat: 6.2500  decimal degreesLong: 075 36 00 W  degrees minutes  Long: -75.6000  decimal degrees
dc.publisher.spa.fl_str_mv Universidad de Medellín
dc.publisher.faculty.spa.fl_str_mv Facultad de Ingenierías
dc.publisher.place.spa.fl_str_mv Medellín
dc.source.spa.fl_str_mv Revista Ingenierías Universidad de Medellín; Vol. 17 Núm. 32 (2018): Enero-Junio; 69-83
institution Universidad de Medellín
repository.name.fl_str_mv Repositorio Institucional Universidad de Medellin
repository.mail.fl_str_mv repositorio@udem.edu.co
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spelling Orobio, ArmandoOrobio, Juan CarlosMosquera, Juan ManuelOrobio, Armando; Universidad del ValleOrobio, Juan Carlos; El Alcazar SASMosquera, Juan Manuel; Universidad del Cauca2019-11-07T15:00:32Z2019-11-07T15:00:32Z2018-07-041692-3324http://hdl.handle.net/11407/5503https://doi.org/10.22395/rium.v17n32a42248-4094reponame:Repositorio Institucional Universidad de Medellínrepourl:https://repository.udem.edu.co/instname:Universidad de MedellínThe construction of reinforced concrete strip road pavements has increased in Colombia in recent years. The vast majority of the projects are based on the 500-1P specification, which presents a general design, of which the criteria taken into account in its elaboration are unknown, which generates many doubts for its use in different projects. In the present article, an analysis of strip road pavement is made and recommendations are given for the design and construction of this type of pavement, taking into account current conditions of use, expected loads, characteristics of the supporting soil, and qualities of materials.A construção de pavimentos em placa de concreto armado tem aumentado na Colômbia nos últimos anos. A grande maioria dos projetos baseia-se na especificação 500-1P, que apresenta um desenho geral, do qual se desconhecem os critérios considerados em sua elaboração, o que gera muitas dúvidas para seu uso em diferentes projetos. Neste artigo, faz-se uma análise dos trilhos em placa de concreto e dão-se recomendações de desenho e construção desse tipo de pavimentos, levando em conta as condições de uso atual, as cargas esperadas, as características de solo de suporte e a qualidade dos materiais.La construcción de pavimentos en placa-huella de concreto reforzado se ha incrementado en Colombia en los últimos años. La gran mayoría de los proyectos se basa en la especificación 500-1P que presenta un diseño general, del cual se desconocen los criterios tenidos en cuenta en su elaboración, lo que genera muchas dudas para su uso en diferentes proyectos. En el presente artículo se hace un análisis de los pavimentos en placa-huella, y se dan recomendaciones de diseño y construcción de este tipo de pavimentos, considerando las condiciones de uso actual, las cargas esperadas, las características de suelo de soporte y las calidades de los materiales.p. 69-83Electrónicoapplication/pdfspaUniversidad de MedellínFacultad de IngenieríasMedellínhttps://revistas.udem.edu.co/index.php/ingenierias/article/view/157317326983[1] Alcaldía de Sibaté en Cundinamarca, Colombia, “Placa - huella en concreto reforzado,” Sibaté, 2015.[2] Scribd.com, “Especificación 500-1P placa-huella en concreto,” [En línea]. Available: https://www.scribd.com/book/72919706/Diseno-Huellas-en-Concreto. [Último acceso: 9 Marzo 2016].[3] A. Das, Analysis of pavement structures, New York: CRC Press, Taylor & Francis Group, 2014.[4] C. Van, Pavement design and evaluation: the required mathematics and applications, Brussels: Federation of the Belgian Cement Industry, 204.[5] J. F. Arango-Londoño, “Diseño de pavimentos reforzados: evaluación de factores de carga y subresistencia por el método LRFD,” Tecno Lógicas, nº 14, pp. 89-103, 2005.[6] Ministerio de Transporte, “Límites de pesos y dimensiones de los vehículos de carga en Colombia,” Resolución 004100 Ministerio de Transporte, Bogotá DC, 2004.[7] W. Heukelom y . A. Klomp, “Dynamic testing as a means of controlling pavements during and after construction,” International conference on the structural design of asphalt pavements, vol. 203, nº 1, pp. 667-685, 1962.[8] Y. H. Huang, Pavement Analysis and Design, Pearson/Prentice Hall, 2004.[9] R. G. Packard, “Thickness design for concrete highway and street pavements,” Portland Cement Association, 1984.Revista Ingenierías Universidad de Medellínhttp://creativecommons.org/licenses/by-nc-sa/4.0/Attribution-NonCommercial-ShareAlike 4.0 Internationalhttp://purl.org/coar/access_right/c_abf2Revista Ingenierías Universidad de Medellín; Vol. 17 Núm. 32 (2018): Enero-Junio; 69-83Concrete pavementsStrip road pavementConstructionDesignPavimentos de concretoPlaca-trilhoConstruçãoDesenhoPavimentos de concretoPlaca-huellaConstrucciónDiseñoRecommendations for the Design and Construction of Reinforced Concrete Strip Road PavementsRecomendações de desenho e construção de pavimentos em placa de concreto armadoRecomendaciones de diseño y construcción de pavimentos en placa-huella de concreto reforzadoArticlehttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Artículo científicoinfo:eu-repo/semantics/articlehttp://purl.org/coar/version/c_970fb48d4fbd8a85Comunidad Universidad de MedellínLat: 06 15 00 N  degrees minutes  Lat: 6.2500  decimal degreesLong: 075 36 00 W  degrees minutes  Long: -75.6000  decimal degrees11407/5503oai:repository.udem.edu.co:11407/55032021-05-14 14:29:37.888Repositorio Institucional Universidad de Medellinrepositorio@udem.edu.co

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