Effects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concrete

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The objective of this research was to assess the impact of a waterproofing admixture on the porosity and capillary absorption of self-compacting concrete with water/cement ratios of 0.40, 0.45, and 0.50. The study began with the characterization of the component materials, followed by the calculatio...

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Detalles Bibliográficos
Autores: Carrillo, Ana Victoria Torre, Porras, Leandro Rusbel Melgarejo, Figueroa, Diego Javier Flores
Formato: artículo
Fecha de Publicación:2023
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/673014
Enlace del recurso:http://hdl.handle.net/10757/673014
Nivel de acceso:acceso embargado
Materia:capillary absorption
porosity
self-compacting concrete
waterproofing admixture
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network_acronym_str UUPC
network_name_str UPC-Institucional
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dc.title.es_PE.fl_str_mv Effects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concrete
title Effects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concrete
spellingShingle Effects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concrete
Carrillo, Ana Victoria Torre
capillary absorption
porosity
self-compacting concrete
waterproofing admixture
title_short Effects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concrete
title_full Effects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concrete
title_fullStr Effects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concrete
title_full_unstemmed Effects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concrete
title_sort Effects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concrete
author Carrillo, Ana Victoria Torre
author_facet Carrillo, Ana Victoria Torre
Porras, Leandro Rusbel Melgarejo
Figueroa, Diego Javier Flores
author_role author
author2 Porras, Leandro Rusbel Melgarejo
Figueroa, Diego Javier Flores
author2_role author
author
dc.contributor.author.fl_str_mv Carrillo, Ana Victoria Torre
Porras, Leandro Rusbel Melgarejo
Figueroa, Diego Javier Flores
dc.subject.es_PE.fl_str_mv capillary absorption
porosity
self-compacting concrete
waterproofing admixture
topic capillary absorption
porosity
self-compacting concrete
waterproofing admixture
description The objective of this research was to assess the impact of a waterproofing admixture on the porosity and capillary absorption of self-compacting concrete with water/cement ratios of 0.40, 0.45, and 0.50. The study began with the characterization of the component materials, followed by the calculation of six different mix designs, including three standard concrete mixtures and three concrete mixtures with the waterproofing admixture. In the fresh state, the temperature and fluidity of each mixture were measured. Thirty cylindrical specimens measuring 15x30cm were then produced and cured for 28 days following ASTM C-31 standards. Porosity and capillary absorption were determined according to ASTM C642. The results for porosity in the standard concrete samples with water/cement ratios of 0.40, 0.45, and 0.50 were 11.57%, 12.16%, and 13.06%, respectively. In contrast, the samples with the waterproofing admixture showed porosity values of 7.26%, 7.77%, and 8.06% for the same water/cement ratios, indicating an average decrease in porosity of 4.5%. As for capillary absorption, the standard concrete samples exhibited values of 5.2%, 5.3%, and 5.7%, while the samples with the waterproofing admixture showed values of 3.21%, 3.3%, and 3.5%. On average, the capillary absorption of the self-compacting concrete decreased by 2% with the addition of the waterproofing admixture. In conclusion, the waterproofing admixture effectively reduced both the porosity and capillary absorption of self-compacting concrete with water/cement ratios of 0.40, 0.45, and 0.50.
publishDate 2023
dc.date.accessioned.none.fl_str_mv 2024-03-12T13:25:38Z
dc.date.available.none.fl_str_mv 2024-03-12T13:25:38Z
dc.date.issued.fl_str_mv 2023-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.doi.none.fl_str_mv 10.1109/CONIITI61170.2023.10324035
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/673014
dc.identifier.journal.es_PE.fl_str_mv 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
dc.identifier.eid.none.fl_str_mv 2-s2.0-85179550577
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85179550577
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 10.1109/CONIITI61170.2023.10324035
2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
2-s2.0-85179550577
SCOPUS_ID:85179550577
0000 0001 2196 144X
url http://hdl.handle.net/10757/673014
dc.language.iso.es_PE.fl_str_mv eng
language eng
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eu_rights_str_mv embargoedAccess
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dc.publisher.es_PE.fl_str_mv Institute of Electrical and Electronics Engineers Inc.
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
instacron_str UPC
institution UPC
reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
bitstream.url.fl_str_mv https://repositorioacademico.upc.edu.pe/bitstream/10757/673014/1/license.txt
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spelling 5c957f38d8a6697ce66f5fe82cd8ac1d0c1c1e07fda6287a013a46a56dd08a79300eab30311b02e057eacb8082216a2a6cb300Carrillo, Ana Victoria TorrePorras, Leandro Rusbel MelgarejoFigueroa, Diego Javier Flores2024-03-12T13:25:38Z2024-03-12T13:25:38Z2023-01-0110.1109/CONIITI61170.2023.10324035http://hdl.handle.net/10757/6730142023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings2-s2.0-85179550577SCOPUS_ID:851795505770000 0001 2196 144XThe objective of this research was to assess the impact of a waterproofing admixture on the porosity and capillary absorption of self-compacting concrete with water/cement ratios of 0.40, 0.45, and 0.50. The study began with the characterization of the component materials, followed by the calculation of six different mix designs, including three standard concrete mixtures and three concrete mixtures with the waterproofing admixture. In the fresh state, the temperature and fluidity of each mixture were measured. Thirty cylindrical specimens measuring 15x30cm were then produced and cured for 28 days following ASTM C-31 standards. Porosity and capillary absorption were determined according to ASTM C642. The results for porosity in the standard concrete samples with water/cement ratios of 0.40, 0.45, and 0.50 were 11.57%, 12.16%, and 13.06%, respectively. In contrast, the samples with the waterproofing admixture showed porosity values of 7.26%, 7.77%, and 8.06% for the same water/cement ratios, indicating an average decrease in porosity of 4.5%. As for capillary absorption, the standard concrete samples exhibited values of 5.2%, 5.3%, and 5.7%, while the samples with the waterproofing admixture showed values of 3.21%, 3.3%, and 3.5%. On average, the capillary absorption of the self-compacting concrete decreased by 2% with the addition of the waterproofing admixture. In conclusion, the waterproofing admixture effectively reduced both the porosity and capillary absorption of self-compacting concrete with water/cement ratios of 0.40, 0.45, and 0.50.ODS 9: Industria, Innovación e InfraestructuraODS 11: Ciudades y Comunidades SosteniblesODS 12: Producción y Consumo Responsablesapplication/htmlengInstitute of Electrical and Electronics Engineers Inc.info:eu-repo/semantics/embargoedAccesscapillary absorptionporosityself-compacting concretewaterproofing admixtureEffects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concreteinfo:eu-repo/semantics/article2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedingsreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/673014/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/673014oai:repositorioacademico.upc.edu.pe:10757/6730142024-07-27 18:09:27.355Repositorio académico upcupc@openrepository.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