Performance of pervious concrete containing combined recycled aggregates
This study evaluates the influence of incorporating two different types of recycled aggregates (RA) from construction and demolition waste (CDW), brick ceramic aggregate (RA1) and crushed concrete aggregate (RA2), from the city of Bogotá, on the performance of pervious concrete under compression and...
- Autores:
-
Ulloa-Mayorga, Vivian Andrea
Uribe-Garcés, Manuel Antonio
Paz-Gómez, Diego Paúl
Alvarado, Yezid Alexander
Torres, Benjamín
Gasch, Isabel
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2018
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/67533
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/67533
http://bdigital.unal.edu.co/68562/
- Palabra clave:
- 62 Ingeniería y operaciones afines / Engineering
pervious concrete
recycled aggregate
recycled construction and demolition waste
permeability
Concreto permeable
agregado reciclado
agregado reciclado de hormigón
Permeabilidad
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
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| dc.title.spa.fl_str_mv |
Performance of pervious concrete containing combined recycled aggregates |
| title |
Performance of pervious concrete containing combined recycled aggregates |
| spellingShingle |
Performance of pervious concrete containing combined recycled aggregates 62 Ingeniería y operaciones afines / Engineering pervious concrete recycled aggregate recycled construction and demolition waste permeability Concreto permeable agregado reciclado agregado reciclado de hormigón Permeabilidad |
| title_short |
Performance of pervious concrete containing combined recycled aggregates |
| title_full |
Performance of pervious concrete containing combined recycled aggregates |
| title_fullStr |
Performance of pervious concrete containing combined recycled aggregates |
| title_full_unstemmed |
Performance of pervious concrete containing combined recycled aggregates |
| title_sort |
Performance of pervious concrete containing combined recycled aggregates |
| dc.creator.fl_str_mv |
Ulloa-Mayorga, Vivian Andrea Uribe-Garcés, Manuel Antonio Paz-Gómez, Diego Paúl Alvarado, Yezid Alexander Torres, Benjamín Gasch, Isabel |
| dc.contributor.author.spa.fl_str_mv |
Ulloa-Mayorga, Vivian Andrea Uribe-Garcés, Manuel Antonio Paz-Gómez, Diego Paúl Alvarado, Yezid Alexander Torres, Benjamín Gasch, Isabel |
| dc.subject.ddc.spa.fl_str_mv |
62 Ingeniería y operaciones afines / Engineering |
| topic |
62 Ingeniería y operaciones afines / Engineering pervious concrete recycled aggregate recycled construction and demolition waste permeability Concreto permeable agregado reciclado agregado reciclado de hormigón Permeabilidad |
| dc.subject.proposal.spa.fl_str_mv |
pervious concrete recycled aggregate recycled construction and demolition waste permeability Concreto permeable agregado reciclado agregado reciclado de hormigón Permeabilidad |
| description |
This study evaluates the influence of incorporating two different types of recycled aggregates (RA) from construction and demolition waste (CDW), brick ceramic aggregate (RA1) and crushed concrete aggregate (RA2), from the city of Bogotá, on the performance of pervious concrete under compression and flexural strength. The substitution of RA in the production of pervious concrete is outlined, taking into account five substitution levels. For the pervious concrete mixes, aggregates of sizes retained in a sieve of 1/2” and 3/8” were used. The pervious concrete mixes were submitted, 28 days later, to density tests, void content, compression and flexural strength and permeability. Such pervious concrete with RA reaches compression and flexural strength of up to 5,79 MPa and 2,14 MPa, respectively, which are within the allowed range by the ACI, reaching a permeability of 24,79 mm/s, value that is superior to the common characteristics of pervious concrete |
| publishDate |
2018 |
| dc.date.issued.spa.fl_str_mv |
2018-05-01 |
| dc.date.accessioned.spa.fl_str_mv |
2019-07-03T04:28:47Z |
| dc.date.available.spa.fl_str_mv |
2019-07-03T04:28:47Z |
| dc.type.spa.fl_str_mv |
Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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info:eu-repo/semantics/article |
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info:eu-repo/semantics/publishedVersion |
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http://purl.org/coar/resource_type/c_6501 |
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http://purl.org/coar/version/c_970fb48d4fbd8a85 |
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Text |
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http://purl.org/redcol/resource_type/ART |
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http://purl.org/coar/resource_type/c_6501 |
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publishedVersion |
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ISSN: 2248-8723 |
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https://repositorio.unal.edu.co/handle/unal/67533 |
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http://bdigital.unal.edu.co/68562/ |
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ISSN: 2248-8723 |
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https://repositorio.unal.edu.co/handle/unal/67533 http://bdigital.unal.edu.co/68562/ |
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spa |
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spa |
| dc.relation.spa.fl_str_mv |
https://revistas.unal.edu.co/index.php/ingeinv/article/view/67491 |
| dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e Investigación Ingeniería e Investigación |
| dc.relation.references.spa.fl_str_mv |
Ulloa-Mayorga, Vivian Andrea and Uribe-Garcés, Manuel Antonio and Paz-Gómez, Diego Paúl and Alvarado, Yezid Alexander and Torres, Benjamín and Gasch, Isabel (2018) Performance of pervious concrete containing combined recycled aggregates. Ingeniería e Investigación, 38 (2). pp. 34-41. ISSN 2248-8723 |
| dc.rights.spa.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia |
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http://purl.org/coar/access_right/c_abf2 |
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Atribución-NoComercial 4.0 Internacional |
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http://creativecommons.org/licenses/by-nc/4.0/ |
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info:eu-repo/semantics/openAccess |
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Atribución-NoComercial 4.0 Internacional Derechos reservados - Universidad Nacional de Colombia http://creativecommons.org/licenses/by-nc/4.0/ http://purl.org/coar/access_right/c_abf2 |
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openAccess |
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application/pdf |
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Universidad Nacional de Colombia - Sede Bogotá - Facultad de Ingeniería |
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Universidad Nacional de Colombia |
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1814089870373552128 |
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Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Ulloa-Mayorga, Vivian Andrea1b6cbabd-4375-4213-bd97-a83e14584512300Uribe-Garcés, Manuel Antonio5beece62-0bef-4969-ad39-2e914472c171300Paz-Gómez, Diego Paúlc34b788f-a5bb-4510-ae28-0bb11e7023d8300Alvarado, Yezid Alexanderb81bd2cf-1ba1-43d2-b9da-e4eeded0f3e7300Torres, Benjamín723e4ed8-002a-46f8-8863-cbecc40bd8c5300Gasch, Isabel8ba89b07-df93-48c0-9f36-d57ec81c80793002019-07-03T04:28:47Z2019-07-03T04:28:47Z2018-05-01ISSN: 2248-8723https://repositorio.unal.edu.co/handle/unal/67533http://bdigital.unal.edu.co/68562/This study evaluates the influence of incorporating two different types of recycled aggregates (RA) from construction and demolition waste (CDW), brick ceramic aggregate (RA1) and crushed concrete aggregate (RA2), from the city of Bogotá, on the performance of pervious concrete under compression and flexural strength. The substitution of RA in the production of pervious concrete is outlined, taking into account five substitution levels. For the pervious concrete mixes, aggregates of sizes retained in a sieve of 1/2” and 3/8” were used. The pervious concrete mixes were submitted, 28 days later, to density tests, void content, compression and flexural strength and permeability. Such pervious concrete with RA reaches compression and flexural strength of up to 5,79 MPa and 2,14 MPa, respectively, which are within the allowed range by the ACI, reaching a permeability of 24,79 mm/s, value that is superior to the common characteristics of pervious concreteEn este estudio se evaluó la influencia de la incorporación de dos diferentes tipos de agregados reciclados (RA) provenientes de residuos de la construcción y demolición (CDW), agregado de ladrillo cerámico (RA1) y agregado de hormigón triturado (RA2), de la ciudad de Bogotá, en el desempeño a compresión y flexión de concreto permeable. Para esto se planteó la sustitución de RA en la producción de concreto permeable considerando cinco niveles de sustitución. Para la fabricación de este concreto permeable se utilizaron agregados de tamaños retenidos en el tamiz de 1/2” y 3/8”. Las mezclas de concreto permeable fabricadas se sometieron a ensayos de densidad, contenido de vacíos, resistencia a la compresión, módulo de rotura y permeabilidad, a los 28 días. Dicho concreto permeable con RA alcanza resistencias a compresión y módulo de rotura de hasta 5,79 MPa y 2,14 MPa, respectivamente, que se encuentran dentro del rango permitido por la ACI, alcanzando una permeabilidad de 24,79 mm/s, valor que es superior a las características comunes de un concreto permeable.application/pdfspaUniversidad Nacional de Colombia - Sede Bogotá - Facultad de Ingenieríahttps://revistas.unal.edu.co/index.php/ingeinv/article/view/67491Universidad Nacional de Colombia Revistas electrónicas UN Ingeniería e InvestigaciónIngeniería e InvestigaciónUlloa-Mayorga, Vivian Andrea and Uribe-Garcés, Manuel Antonio and Paz-Gómez, Diego Paúl and Alvarado, Yezid Alexander and Torres, Benjamín and Gasch, Isabel (2018) Performance of pervious concrete containing combined recycled aggregates. Ingeniería e Investigación, 38 (2). pp. 34-41. ISSN 2248-872362 Ingeniería y operaciones afines / Engineeringpervious concreterecycled aggregaterecycled construction and demolition wastepermeabilityConcreto permeableagregado recicladoagregado reciclado de hormigónPermeabilidadPerformance of pervious concrete containing combined recycled aggregatesArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTORIGINAL67491-393145-1-PB.pdfapplication/pdf1306856https://repositorio.unal.edu.co/bitstream/unal/67533/1/67491-393145-1-PB.pdf79b1e978da81a550d4c8f6dd2b5564bdMD51THUMBNAIL67491-393145-1-PB.pdf.jpg67491-393145-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg8372https://repositorio.unal.edu.co/bitstream/unal/67533/2/67491-393145-1-PB.pdf.jpg11b63d2b3fecc1b28a4bf3bde7de2929MD52unal/67533oai:repositorio.unal.edu.co:unal/675332024-05-22 23:33:39.299Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |