Effects of the waterproofing additive on capillary absorption and porosity of the Self-Compacting concrete
Descripción del Articulo
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...
| Autores: | , , |
|---|---|
| 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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| 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 |
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2-s2.0-85179550577 |
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SCOPUS_ID:85179550577 |
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0000 0001 2196 144X |
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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 |
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http://hdl.handle.net/10757/673014 |
| dc.language.iso.es_PE.fl_str_mv |
eng |
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eng |
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embargoedAccess |
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application/html |
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Institute of Electrical and Electronics Engineers Inc. |
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reponame:UPC-Institucional instname:Universidad Peruana de Ciencias Aplicadas instacron:UPC |
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Universidad Peruana de Ciencias Aplicadas |
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2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings |
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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.comTk9URTogUExBQ0UgWU9VUiBPV04gTElDRU5TRSBIRVJFClRoaXMgc2FtcGxlIGxpY2Vuc2UgaXMgcHJvdmlkZWQgZm9yIGluZm9ybWF0aW9uYWwgcHVycG9zZXMgb25seS4KCk5PTi1FWENMVVNJVkUgRElTVFJJQlVUSU9OIExJQ0VOU0UKCkJ5IHNpZ25pbmcgYW5kIHN1Ym1pdHRpbmcgdGhpcyBsaWNlbnNlLCB5b3UgKHRoZSBhdXRob3Iocykgb3IgY29weXJpZ2h0Cm93bmVyKSBncmFudHMgdG8gRFNwYWNlIFVuaXZlcnNpdHkgKERTVSkgdGhlIG5vbi1leGNsdXNpdmUgcmlnaHQgdG8gcmVwcm9kdWNlLAp0cmFuc2xhdGUgKGFzIGRlZmluZWQgYmVsb3cpLCBhbmQvb3IgZGlzdHJpYnV0ZSB5b3VyIHN1Ym1pc3Npb24gKGluY2x1ZGluZwp0aGUgYWJzdHJhY3QpIHdvcmxkd2lkZSBpbiBwcmludCBhbmQgZWxlY3Ryb25pYyBmb3JtYXQgYW5kIGluIGFueSBtZWRpdW0sCmluY2x1ZGluZyBidXQgbm90IGxpbWl0ZWQgdG8gYXVkaW8gb3IgdmlkZW8uCgpZb3UgYWdyZWUgdGhhdCBEU1UgbWF5LCB3aXRob3V0IGNoYW5naW5nIHRoZSBjb250ZW50LCB0cmFuc2xhdGUgdGhlCnN1Ym1pc3Npb24gdG8gYW55IG1lZGl1bSBvciBmb3JtYXQgZm9yIHRoZSBwdXJwb3NlIG9mIHByZXNlcnZhdGlvbi4KCllvdSBhbHNvIGFncmVlIHRoYXQgRFNVIG1heSBrZWVwIG1vcmUgdGhhbiBvbmUgY29weSBvZiB0aGlzIHN1Ym1pc3Npb24gZm9yCnB1cnBvc2VzIG9mIHNlY3VyaXR5LCBiYWNrLXVwIGFuZCBwcmVzZXJ2YXRpb24uCgpZb3UgcmVwcmVzZW50IHRoYXQgdGhlIHN1Ym1pc3Npb24gaXMgeW91ciBvcmlnaW5hbCB3b3JrLCBhbmQgdGhhdCB5b3UgaGF2ZQp0aGUgcmlnaHQgdG8gZ3JhbnQgdGhlIHJpZ2h0cyBjb250YWluZWQgaW4gdGhpcyBsaWNlbnNlLiBZb3UgYWxzbyByZXByZXNlbnQKdGhhdCB5b3VyIHN1Ym1pc3Npb24gZG9lcyBub3QsIHRvIHRoZSBiZXN0IG9mIHlvdXIga25vd2xlZGdlLCBpbmZyaW5nZSB1cG9uCmFueW9uZSdzIGNvcHlyaWdodC4KCklmIHRoZSBzdWJtaXNzaW9uIGNvbnRhaW5zIG1hdGVyaWFsIGZvciB3aGljaCB5b3UgZG8gbm90IGhvbGQgY29weXJpZ2h0LAp5b3UgcmVwcmVzZW50IHRoYXQgeW91IGhhdmUgb2J0YWluZWQgdGhlIHVucmVzdHJpY3RlZCBwZXJtaXNzaW9uIG9mIHRoZQpjb3B5cmlnaHQgb3duZXIgdG8gZ3JhbnQgRFNVIHRoZSByaWdodHMgcmVxdWlyZWQgYnkgdGhpcyBsaWNlbnNlLCBhbmQgdGhhdApzdWNoIHRoaXJkLXBhcnR5IG93bmVkIG1hdGVyaWFsIGlzIGNsZWFybHkgaWRlbnRpZmllZCBhbmQgYWNrbm93bGVkZ2VkCndpdGhpbiB0aGUgdGV4dCBvciBjb250ZW50IG9mIHRoZSBzdWJtaXNzaW9uLgoKSUYgVEhFIFNVQk1JU1NJT04gSVMgQkFTRUQgVVBPTiBXT1JLIFRIQVQgSEFTIEJFRU4gU1BPTlNPUkVEIE9SIFNVUFBPUlRFRApCWSBBTiBBR0VOQ1kgT1IgT1JHQU5JWkFUSU9OIE9USEVSIFRIQU4gRFNVLCBZT1UgUkVQUkVTRU5UIFRIQVQgWU9VIEhBVkUKRlVMRklMTEVEIEFOWSBSSUdIVCBPRiBSRVZJRVcgT1IgT1RIRVIgT0JMSUdBVElPTlMgUkVRVUlSRUQgQlkgU1VDSApDT05UUkFDVCBPUiBBR1JFRU1FTlQuCgpEU1Ugd2lsbCBjbGVhcmx5IGlkZW50aWZ5IHlvdXIgbmFtZShzKSBhcyB0aGUgYXV0aG9yKHMpIG9yIG93bmVyKHMpIG9mIHRoZQpzdWJtaXNzaW9uLCBhbmQgd2lsbCBub3QgbWFrZSBhbnkgYWx0ZXJhdGlvbiwgb3RoZXIgdGhhbiBhcyBhbGxvd2VkIGJ5IHRoaXMKbGljZW5zZSwgdG8geW91ciBzdWJtaXNzaW9uLgo= |
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