Assessment of a mortar with recycled aggregate from a concrete improved by carbonation: a look to a sustainable construction
In this article, some of the physical, mechanical, and durability properties of mortars were evaluated. These mortars had partial replacements of the natural fine aggregate (NFA) with recycled fine aggregate (RFA) and carbonated recycled fine aggregate (CRFA) in amounts of 0%, 25%, and 50%. For this...
- Autores:
-
Muñoz, A.
Torres, N.
Guzmán, A.
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2019
- Institución:
- Escuela Colombiana de Ingeniería Julio Garavito
- Repositorio:
- Repositorio Institucional ECI
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.escuelaing.edu.co:001/1511
- Acceso en línea:
- https://repositorio.escuelaing.edu.co/handle/001/1511
http://dx.doi.org/10.4067/S0718-50732019000100025
- Palabra clave:
- Materiales - Propiedades mecánicas
Hormigón
Resistencia de materiales
Material - Mechanical properties
Concrete
Strength of materials
Recycled concrete
Carbonation
Mortar
Mechanical properties
Durability
Concreto reciclado
Carbonatación
Mortero
Propiedades mecánicas
Durabilidad
- Rights
- openAccess
- License
- https://creativecommons.org/licenses/by-nc/4.0/
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|
dc.title.eng.fl_str_mv |
Assessment of a mortar with recycled aggregate from a concrete improved by carbonation: a look to a sustainable construction |
dc.title.alternative.spa.fl_str_mv |
Evaluación de un mortero preparado con agregados reciclados de un concreto mejorado por carbonatación: Una mirada a la construcción sustentable |
title |
Assessment of a mortar with recycled aggregate from a concrete improved by carbonation: a look to a sustainable construction |
spellingShingle |
Assessment of a mortar with recycled aggregate from a concrete improved by carbonation: a look to a sustainable construction Materiales - Propiedades mecánicas Hormigón Resistencia de materiales Material - Mechanical properties Concrete Strength of materials Recycled concrete Carbonation Mortar Mechanical properties Durability Concreto reciclado Carbonatación Mortero Propiedades mecánicas Durabilidad |
title_short |
Assessment of a mortar with recycled aggregate from a concrete improved by carbonation: a look to a sustainable construction |
title_full |
Assessment of a mortar with recycled aggregate from a concrete improved by carbonation: a look to a sustainable construction |
title_fullStr |
Assessment of a mortar with recycled aggregate from a concrete improved by carbonation: a look to a sustainable construction |
title_full_unstemmed |
Assessment of a mortar with recycled aggregate from a concrete improved by carbonation: a look to a sustainable construction |
title_sort |
Assessment of a mortar with recycled aggregate from a concrete improved by carbonation: a look to a sustainable construction |
dc.creator.fl_str_mv |
Muñoz, A. Torres, N. Guzmán, A. |
dc.contributor.author.none.fl_str_mv |
Muñoz, A. Torres, N. Guzmán, A. |
dc.contributor.researchgroup.spa.fl_str_mv |
Estructuras y Materiales |
dc.subject.armarc.spa.fl_str_mv |
Materiales - Propiedades mecánicas Hormigón Resistencia de materiales |
topic |
Materiales - Propiedades mecánicas Hormigón Resistencia de materiales Material - Mechanical properties Concrete Strength of materials Recycled concrete Carbonation Mortar Mechanical properties Durability Concreto reciclado Carbonatación Mortero Propiedades mecánicas Durabilidad |
dc.subject.armarc.eng.fl_str_mv |
Material - Mechanical properties Concrete Strength of materials |
dc.subject.proposal.eng.fl_str_mv |
Recycled concrete Carbonation Mortar Mechanical properties Durability |
dc.subject.proposal.spa.fl_str_mv |
Concreto reciclado Carbonatación Mortero Propiedades mecánicas Durabilidad |
description |
In this article, some of the physical, mechanical, and durability properties of mortars were evaluated. These mortars had partial replacements of the natural fine aggregate (NFA) with recycled fine aggregate (RFA) and carbonated recycled fine aggregate (CRFA) in amounts of 0%, 25%, and 50%. For this purpose, 3 groups of mortar mixtures were elaborated with a w/c ratio of 0.65. The results showed that an increase in the percentage of replacement of the CRFA, led to an improvement in the compressive strength of the mortar, as well as a lower superficial absorption rate. |
publishDate |
2019 |
dc.date.issued.none.fl_str_mv |
2019 |
dc.date.accessioned.none.fl_str_mv |
2021-05-28T15:18:18Z 2021-10-01T17:46:31Z |
dc.date.available.none.fl_str_mv |
2021-05-28T15:18:18Z 2021-10-01T17:46:31Z |
dc.type.spa.fl_str_mv |
Artículo de revista |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.content.spa.fl_str_mv |
Text |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
format |
http://purl.org/coar/resource_type/c_2df8fbb1 |
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publishedVersion |
dc.identifier.issn.none.fl_str_mv |
0718-5073 |
dc.identifier.uri.none.fl_str_mv |
https://repositorio.escuelaing.edu.co/handle/001/1511 |
dc.identifier.doi.none.fl_str_mv |
10.4067/S0718-50732019000100025 |
dc.identifier.url.none.fl_str_mv |
http://dx.doi.org/10.4067/S0718-50732019000100025 |
identifier_str_mv |
0718-5073 10.4067/S0718-50732019000100025 |
url |
https://repositorio.escuelaing.edu.co/handle/001/1511 http://dx.doi.org/10.4067/S0718-50732019000100025 |
dc.language.iso.spa.fl_str_mv |
eng |
language |
eng |
dc.relation.citationedition.spa.fl_str_mv |
Rev. ing. constr. vol.34 no.1 Santiago Apr. 2019. |
dc.relation.citationendpage.spa.fl_str_mv |
32 |
dc.relation.citationissue.spa.fl_str_mv |
1 |
dc.relation.citationstartpage.spa.fl_str_mv |
25 |
dc.relation.citationvolume.spa.fl_str_mv |
34 |
dc.relation.indexed.spa.fl_str_mv |
N/A |
dc.relation.ispartofjournal.spa.fl_str_mv |
Ingeniería de Construcción |
dc.relation.references.spa.fl_str_mv |
ASTM C128 - 05 (2005) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2005. ASTM C270-14a (2014) Standard Specification for Mortar for Unit Masonry. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2014. ASTM C305-14 (2014), Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2014. ASTM C39 / C39M-17b (2017) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2017. ASTM C642-13, (2013) Standard Test Method for Density, Absorption, and Voids in Hardened Concrete. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2013. ASTM C128-15 (2015) Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2015. ASTM C136-14 (2014) Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates, ASTM, West Conshohocken, PA, 2014. Bertolini, L., Elsener, B., Pedeferri, P., & Polder, R. P. (2014). Corrosion of Steel in Concrete: Prevention, Diagnosis, Repair (Second). WILEY-VCH. Bojaca, N. R. (2013). Propiedades mecánicas y de durabilidad de concretos con agregado reciclado. Escuela Colombiana de Ingenieria Julio Garavito. BroomField, J. (2006). Corrosion of steel in concrete - Understanding, Investigation and Repair (Second). Taylor & Francis. Chaparro, I. A. J. F. (2012). Hacia un desarrollo sostenible en la produccion de concreto a partir de desechos de construccion de mamposteria de arcilla. Evangelista, L., & de Brito, J. (2010). Durability performance of concrete made with fine recycled concrete aggregates. Cement and Concrete Composites, 32(1), 9-14. https://doi.org/10.1016/j.cemconcomp.2009.09.005 Fernández-Jiménez, A., & Palomo, Á. (2009). Properties and uses of alkali cements. Revista Ingeniería de Construcción, 24(3), 213-232. https://doi.org/10.4067/S0718-50732009000300001 Garboczi, E. J., & Bentz, D. P. (1999). Computational Simulation and Percolation Theory Applied To Concrete. Annual Reviews of Computational Physics VII. Geng, J., & Sun, J. (2013). Characteristics of the carbonation resistance of recycled fine aggregate concrete. Construction and Building Materials, 49, 814-820. https://doi.org/10.1016/j.conbuildmat.2013.08.090 Izquierdo, S., Diaz, J., Mejía, R., & Torres, J. (2013). Cemento adicionado con un residuo del proceso de craqueo catalítico (FCC): Hidratación y microestructura. Revista Ingenieria de Construccion, 28(2), 141-154. http://dx.doi.org/10.4067/S0718-50732013000200003 Ledesma, E. F., Jiménez, J. R., Fernández, J. M., Galvín, A. P., Agrela, F., & Barbudo, A. (2014). Properties of masonry mortars manufactured with fine recycled concrete aggregates. Construction and Building Materials , 71, 289-298. https://doi.org/10.1016/j.conbuildmat.2014.08.080 Mehta, P. K., & Meryman, H. (2009). Tools for reducing carbon emissions due to cement consumption. STRUCTURE Magazine, (January), 11-15. Retrieved from https://www.structuremag.org/wp-content/uploads/2014/08/C-BB-SustainableConcrete_MehtaMeryman-Jan091.pdf Molano, M., Torres, N., & Molano, C. (2015). Evaluacion de los beneficios de la captura de CO2 para el tratamiento de agregados finos reciclados de concreto, como una estrategia para combatir el cambio climatico. Revista de La Escuela Colombiana de Ingenieria, (N° 99), 45-58. Oikonomou, N. D. (2005). Recycled concrete aggregates. Cement and Concrete Composites , 27(2), 315-318. https://doi.org/10.1016/j.cemconcomp.2004.02.020 Ramezanianpour, A. A., Ghahari, S. A., & Esmaeili, M. (2014). Effect of combined carbonation and chloride ion ingress by an accelerated test method on microscopic and mechanical properties of concrete. Construction and Building Materials , 58, 138-146. https://doi.org/10.1016/j.conbuildmat.2014.01.102 Sanna, A., Dri, M., Hall, M. R., & Maroto-Valer, M. (2012). Waste materials for carbon capture and storage by mineralisation (CCSM) - A UK perspective. Applied Energy, 99, 545-554. https://doi.org/10.1016/j.apenergy.2012.06.049 Shi, C., Li, Y., Zhang, J., Li, W., Chong, L., & Xie, Z. (2015). Performance enhancement of recycled concrete aggregate - a review. Journal of Cleaner Production. https://doi.org/10.1016/j.jclepro.2015.08.057 Sim, J., & Park, C. (2011). Compressive strength and resistance to chloride ion penetration and carbonation of recycled aggregate concrete with varying amount of fly ash and fine recycled aggregate. Waste Management, 31(11), 2352-2360. https://doi.org/10.1016/j.wasman.2011.06.014 Zhang, J., Shi, C., Li, Y., Pan, X., Poon, C. S., & Xie, Z. (2015). Influence of carbonated recycled concrete aggregate on properties of cement mortar. Construction and Building Materials , 98, 1-7. https://doi.org/10.1016/j.conbuildmat.2015.08.087 |
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Pontificia Universidad Católica de Chile. |
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Santiago, Chile. |
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Muñoz, A.9d5da99e1702a413d57c1c1a45a0c733600Torres, N.5ca2f0dd535d2b1dd3383cac571e1c32600Guzmán, A.6fcb3e77f9ee6aad0ac374910c270ef9600Estructuras y Materiales2021-05-28T15:18:18Z2021-10-01T17:46:31Z2021-05-28T15:18:18Z2021-10-01T17:46:31Z20190718-5073https://repositorio.escuelaing.edu.co/handle/001/151110.4067/S0718-50732019000100025http://dx.doi.org/10.4067/S0718-50732019000100025In this article, some of the physical, mechanical, and durability properties of mortars were evaluated. These mortars had partial replacements of the natural fine aggregate (NFA) with recycled fine aggregate (RFA) and carbonated recycled fine aggregate (CRFA) in amounts of 0%, 25%, and 50%. For this purpose, 3 groups of mortar mixtures were elaborated with a w/c ratio of 0.65. The results showed that an increase in the percentage of replacement of the CRFA, led to an improvement in the compressive strength of the mortar, as well as a lower superficial absorption rate.En este artículo, se evaluaron algunas de las propiedades físicas, mecánicas y de durabilidad de morteros preparados con reemplazos parciales de 0%, 25% y 50% del agregado fino natural (AFN) por agregado fino reciclado carbonatado (AFRC) y sin carbonatar (AFR). Para ello, se elaboraron 3 grupos de mezclas de mortero, con una relación a/c de 0,65. Los resultados obtenidos demostraron un aumento en la resistencia a la compresión del mortero y una menor tasa de absorción superficial, conforme se incrementó el porcentaje de reemplazo del AFRC.* Escuela Colombiana de Ingeniería Julio Garavito. Bogotá, Colombia8 páginasapplication/pdfengPontificia Universidad Católica de Chile.Santiago, Chile.https://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccessAtribución-NoComercial 4.0 Internacional (CC BY-NC 4.0)http://purl.org/coar/access_right/c_abf2https://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-50732019000100025&lng=en&nrm=iso&tlng=enAssessment of a mortar with recycled aggregate from a concrete improved by carbonation: a look to a sustainable constructionEvaluación de un mortero preparado con agregados reciclados de un concreto mejorado por carbonatación: Una mirada a la construcción sustentableArtículo de revistainfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARThttp://purl.org/coar/version/c_970fb48d4fbd8a85Rev. ing. constr. vol.34 no.1 Santiago Apr. 2019.3212534N/AIngeniería de ConstrucciónASTM C128 - 05 (2005) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2005.ASTM C270-14a (2014) Standard Specification for Mortar for Unit Masonry. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2014.ASTM C305-14 (2014), Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2014.ASTM C39 / C39M-17b (2017) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2017.ASTM C642-13, (2013) Standard Test Method for Density, Absorption, and Voids in Hardened Concrete. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2013.ASTM C128-15 (2015) Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate. American Society for Testing and Materials, ASTM, West Conshohocken, PA, 2015.ASTM C136-14 (2014) Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates, ASTM, West Conshohocken, PA, 2014.Bertolini, L., Elsener, B., Pedeferri, P., & Polder, R. P. (2014). Corrosion of Steel in Concrete: Prevention, Diagnosis, Repair (Second). WILEY-VCH.Bojaca, N. R. (2013). Propiedades mecánicas y de durabilidad de concretos con agregado reciclado. Escuela Colombiana de Ingenieria Julio Garavito.BroomField, J. (2006). Corrosion of steel in concrete - Understanding, Investigation and Repair (Second). Taylor & Francis.Chaparro, I. A. J. F. (2012). Hacia un desarrollo sostenible en la produccion de concreto a partir de desechos de construccion de mamposteria de arcilla.Evangelista, L., & de Brito, J. (2010). Durability performance of concrete made with fine recycled concrete aggregates. Cement and Concrete Composites, 32(1), 9-14. https://doi.org/10.1016/j.cemconcomp.2009.09.005Fernández-Jiménez, A., & Palomo, Á. (2009). Properties and uses of alkali cements. Revista Ingeniería de Construcción, 24(3), 213-232. https://doi.org/10.4067/S0718-50732009000300001Garboczi, E. J., & Bentz, D. P. (1999). Computational Simulation and Percolation Theory Applied To Concrete. Annual Reviews of Computational Physics VII.Geng, J., & Sun, J. (2013). Characteristics of the carbonation resistance of recycled fine aggregate concrete. Construction and Building Materials, 49, 814-820. https://doi.org/10.1016/j.conbuildmat.2013.08.090Izquierdo, S., Diaz, J., Mejía, R., & Torres, J. (2013). Cemento adicionado con un residuo del proceso de craqueo catalítico (FCC): Hidratación y microestructura. Revista Ingenieria de Construccion, 28(2), 141-154. http://dx.doi.org/10.4067/S0718-50732013000200003Ledesma, E. F., Jiménez, J. R., Fernández, J. M., Galvín, A. P., Agrela, F., & Barbudo, A. (2014). Properties of masonry mortars manufactured with fine recycled concrete aggregates. Construction and Building Materials , 71, 289-298. https://doi.org/10.1016/j.conbuildmat.2014.08.080Mehta, P. K., & Meryman, H. (2009). Tools for reducing carbon emissions due to cement consumption. STRUCTURE Magazine, (January), 11-15. Retrieved from https://www.structuremag.org/wp-content/uploads/2014/08/C-BB-SustainableConcrete_MehtaMeryman-Jan091.pdfMolano, M., Torres, N., & Molano, C. (2015). Evaluacion de los beneficios de la captura de CO2 para el tratamiento de agregados finos reciclados de concreto, como una estrategia para combatir el cambio climatico. Revista de La Escuela Colombiana de Ingenieria, (N° 99), 45-58.Oikonomou, N. D. (2005). Recycled concrete aggregates. Cement and Concrete Composites , 27(2), 315-318. https://doi.org/10.1016/j.cemconcomp.2004.02.020Ramezanianpour, A. A., Ghahari, S. A., & Esmaeili, M. (2014). Effect of combined carbonation and chloride ion ingress by an accelerated test method on microscopic and mechanical properties of concrete. Construction and Building Materials , 58, 138-146. https://doi.org/10.1016/j.conbuildmat.2014.01.102Sanna, A., Dri, M., Hall, M. R., & Maroto-Valer, M. (2012). Waste materials for carbon capture and storage by mineralisation (CCSM) - A UK perspective. Applied Energy, 99, 545-554. https://doi.org/10.1016/j.apenergy.2012.06.049Shi, C., Li, Y., Zhang, J., Li, W., Chong, L., & Xie, Z. (2015). Performance enhancement of recycled concrete aggregate - a review. Journal of Cleaner Production. https://doi.org/10.1016/j.jclepro.2015.08.057Sim, J., & Park, C. (2011). Compressive strength and resistance to chloride ion penetration and carbonation of recycled aggregate concrete with varying amount of fly ash and fine recycled aggregate. Waste Management, 31(11), 2352-2360. https://doi.org/10.1016/j.wasman.2011.06.014Zhang, J., Shi, C., Li, Y., Pan, X., Poon, C. S., & Xie, Z. (2015). Influence of carbonated recycled concrete aggregate on properties of cement mortar. Construction and Building Materials , 98, 1-7. https://doi.org/10.1016/j.conbuildmat.2015.08.087Materiales - Propiedades mecánicasHormigónResistencia de materialesMaterial - Mechanical propertiesConcreteStrength of materialsRecycled concreteCarbonationMortarMechanical propertiesDurabilityConcreto recicladoCarbonataciónMorteroPropiedades mecánicasDurabilidadTEXT10.4067S0718-50732019000100025.pdf.txt10.4067S0718-50732019000100025.pdf.txtExtracted texttext/plain27887https://repositorio.escuelaing.edu.co/bitstream/001/1511/4/10.4067S0718-50732019000100025.pdf.txt0c05f5cb3c5496b1da6c75152bb62aeaMD54open accessAssessment of a mortar with recycled aggregate from a concrete improved by carbonation:a look to a sustainable construction.pdf.txtAssessment of a mortar with recycled aggregate from a concrete improved by carbonation:a look to a sustainable construction.pdf.txtExtracted 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