Comparative analysis of performance of portland cement blended with nanosilica and silica fume

In this paper some physical properties of Colombian Portland cement type III replaced with nanosilica in percentages of 1, 3, 5 and 10% were evaluated. Main determined properties were fluidity, normal consistency, setting times, heat of hydration and compressive strength on pastes and mortars. It wa...

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Autores:
Tobón, Jorge Iván
Restrepo Baena, Oscar Jaime
Payá Bernabeu, Jorge Juan
Tipo de recurso:
Article of journal
Fecha de publicación:
2010
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/37582
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/37582
http://bdigital.unal.edu.co/27666/
Palabra clave:
Nanoparticles
nanosilica
blended cement
physical properties of cement.
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openAccess
License
Atribución-NoComercial 4.0 Internacional
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spelling 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_abf2Tobón, Jorge Iván65e1410c-50f7-40b4-a158-de4c9b510c60300Restrepo Baena, Oscar Jaime6644127e-1948-4c8a-943f-a39e1bb7345a300Payá Bernabeu, Jorge Juandcaae12f-c645-4fcf-926a-fe7c54acba133002019-06-28T01:50:57Z2019-06-28T01:50:57Z2010https://repositorio.unal.edu.co/handle/unal/37582http://bdigital.unal.edu.co/27666/In this paper some physical properties of Colombian Portland cement type III replaced with nanosilica in percentages of 1, 3, 5 and 10% were evaluated. Main determined properties were fluidity, normal consistency, setting times, heat of hydration and compressive strength on pastes and mortars. It was made also a comparative analysis with samples substituted with commercial silica fume in percentages of 5, 10 and 15%. Results showed that the nanosilica from 5% beginning to have a major positive influence on the mechanical strength of mortars and with a 10% of substitution improvements in compressive strength up to 120% with respect to the control sample for one day of curing can be achieved. For longer curing time the improvement is decreased slightly, with near 80%, remaining this improvement in strength after 28 days of curing.application/pdfspaUniversidad Nacional de Colombia Sede Medellínhttp://revistas.unal.edu.co/index.php/dyna/article/view/25535Universidad Nacional de Colombia Revistas electrónicas UN DynaDynaDyna; Vol. 77, núm. 163 (2010); 37-46 DYNA; Vol. 77, núm. 163 (2010); 37-46 2346-2183 0012-7353Tobón, Jorge Iván and Restrepo Baena, Oscar Jaime and Payá Bernabeu, Jorge Juan (2010) Comparative analysis of performance of portland cement blended with nanosilica and silica fume. Dyna; Vol. 77, núm. 163 (2010); 37-46 DYNA; Vol. 77, núm. 163 (2010); 37-46 2346-2183 0012-7353 .Comparative analysis of performance of portland cement blended with nanosilica and silica fumeArtículo 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/ARTNanoparticlesnanosilicablended cementphysical properties of cement.ORIGINAL25535-89757-1-PB.pdfapplication/pdf587365https://repositorio.unal.edu.co/bitstream/unal/37582/1/25535-89757-1-PB.pdf398396e7e9545aaf20e92143f34a9d56MD51THUMBNAIL25535-89757-1-PB.pdf.jpg25535-89757-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg9003https://repositorio.unal.edu.co/bitstream/unal/37582/2/25535-89757-1-PB.pdf.jpg7d2cbc87759065946c9a58e6118b2b84MD52unal/37582oai:repositorio.unal.edu.co:unal/375822024-01-11 23:06:13.531Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co
dc.title.spa.fl_str_mv Comparative analysis of performance of portland cement blended with nanosilica and silica fume
title Comparative analysis of performance of portland cement blended with nanosilica and silica fume
spellingShingle Comparative analysis of performance of portland cement blended with nanosilica and silica fume
Nanoparticles
nanosilica
blended cement
physical properties of cement.
title_short Comparative analysis of performance of portland cement blended with nanosilica and silica fume
title_full Comparative analysis of performance of portland cement blended with nanosilica and silica fume
title_fullStr Comparative analysis of performance of portland cement blended with nanosilica and silica fume
title_full_unstemmed Comparative analysis of performance of portland cement blended with nanosilica and silica fume
title_sort Comparative analysis of performance of portland cement blended with nanosilica and silica fume
dc.creator.fl_str_mv Tobón, Jorge Iván
Restrepo Baena, Oscar Jaime
Payá Bernabeu, Jorge Juan
dc.contributor.author.spa.fl_str_mv Tobón, Jorge Iván
Restrepo Baena, Oscar Jaime
Payá Bernabeu, Jorge Juan
dc.subject.proposal.spa.fl_str_mv Nanoparticles
nanosilica
blended cement
physical properties of cement.
topic Nanoparticles
nanosilica
blended cement
physical properties of cement.
description In this paper some physical properties of Colombian Portland cement type III replaced with nanosilica in percentages of 1, 3, 5 and 10% were evaluated. Main determined properties were fluidity, normal consistency, setting times, heat of hydration and compressive strength on pastes and mortars. It was made also a comparative analysis with samples substituted with commercial silica fume in percentages of 5, 10 and 15%. Results showed that the nanosilica from 5% beginning to have a major positive influence on the mechanical strength of mortars and with a 10% of substitution improvements in compressive strength up to 120% with respect to the control sample for one day of curing can be achieved. For longer curing time the improvement is decreased slightly, with near 80%, remaining this improvement in strength after 28 days of curing.
publishDate 2010
dc.date.issued.spa.fl_str_mv 2010
dc.date.accessioned.spa.fl_str_mv 2019-06-28T01:50:57Z
dc.date.available.spa.fl_str_mv 2019-06-28T01:50:57Z
dc.type.spa.fl_str_mv Artículo de revista
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dc.identifier.eprints.spa.fl_str_mv http://bdigital.unal.edu.co/27666/
url https://repositorio.unal.edu.co/handle/unal/37582
http://bdigital.unal.edu.co/27666/
dc.language.iso.spa.fl_str_mv spa
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dc.relation.spa.fl_str_mv http://revistas.unal.edu.co/index.php/dyna/article/view/25535
dc.relation.ispartof.spa.fl_str_mv Universidad Nacional de Colombia Revistas electrónicas UN Dyna
Dyna
dc.relation.ispartofseries.none.fl_str_mv Dyna; Vol. 77, núm. 163 (2010); 37-46 DYNA; Vol. 77, núm. 163 (2010); 37-46 2346-2183 0012-7353
dc.relation.references.spa.fl_str_mv Tobón, Jorge Iván and Restrepo Baena, Oscar Jaime and Payá Bernabeu, Jorge Juan (2010) Comparative analysis of performance of portland cement blended with nanosilica and silica fume. Dyna; Vol. 77, núm. 163 (2010); 37-46 DYNA; Vol. 77, núm. 163 (2010); 37-46 2346-2183 0012-7353 .
dc.rights.spa.fl_str_mv Derechos reservados - Universidad Nacional de Colombia
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.license.spa.fl_str_mv Atribución-NoComercial 4.0 Internacional
dc.rights.uri.spa.fl_str_mv http://creativecommons.org/licenses/by-nc/4.0/
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv 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
eu_rights_str_mv openAccess
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dc.publisher.spa.fl_str_mv Universidad Nacional de Colombia Sede Medellín
institution Universidad Nacional de Colombia
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