Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash

Detalhes bibliográficos
Autor(a) principal: Raposeiro Da Silva, Pedro
Data de Publicação: 2015
Outros Autores: De Brito, Jorge
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10400.21/5712
Resumo: This paper presents the results of a study on the behaviour of self-compacting concrete (SCC) in the fresh and hardened states, produced with binary and ternary mixes of fly ash (FA) and limestone filler (LF), using the method proposed by Nepomuceno. His method determines the SCC composition parameters in the mortar phase (self-compacting mortar - SCM) easily and efficiently, whilst guaranteeing the SCC properties in both the fresh and hardened states. For this, 11 SCMs were studied: one with cement (C) only; three with FA at 30%, 60% and 70% C substitution; three with LF at 30%, 60% and 70% C substitution; four with FA + LF in combinations of 10-20%, 20-10%, 20-40% and 40-20% C substitution. Once the composition of these mortars was defined, 18 SCC mixes were produced: 14 binary SCC mixes were produced with the seven binary mortar mixes, and four ternary SCC mixes were produced with the four ternary mortar mixes. In addition to the methodology proposed by Nepomuceno, the combined use of FA and LF in ternary mixtures was tested. The results confirmed that the method could yield SCC with adequate properties in both the fresh and hardened states. It was also possible to determine the SCC composition parameters in the mortar phase (self-compacting mortar - SCM) that will guarantee the SCC properties in both the fresh and hardened states, as confirmed through the optimized behaviour of the SCC in the fresh state and the promising results in the hardened state (compressive strength). The potential demonstrated by the joint use of LF and FA through the synergetic interaction of both additions is emphasized.
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spelling Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ashSelf-compacting concreteSelf-compacting mortarFly ashLimestone fillerFresh propertiesCompressive strengthThis paper presents the results of a study on the behaviour of self-compacting concrete (SCC) in the fresh and hardened states, produced with binary and ternary mixes of fly ash (FA) and limestone filler (LF), using the method proposed by Nepomuceno. His method determines the SCC composition parameters in the mortar phase (self-compacting mortar - SCM) easily and efficiently, whilst guaranteeing the SCC properties in both the fresh and hardened states. For this, 11 SCMs were studied: one with cement (C) only; three with FA at 30%, 60% and 70% C substitution; three with LF at 30%, 60% and 70% C substitution; four with FA + LF in combinations of 10-20%, 20-10%, 20-40% and 40-20% C substitution. Once the composition of these mortars was defined, 18 SCC mixes were produced: 14 binary SCC mixes were produced with the seven binary mortar mixes, and four ternary SCC mixes were produced with the four ternary mortar mixes. In addition to the methodology proposed by Nepomuceno, the combined use of FA and LF in ternary mixtures was tested. The results confirmed that the method could yield SCC with adequate properties in both the fresh and hardened states. It was also possible to determine the SCC composition parameters in the mortar phase (self-compacting mortar - SCM) that will guarantee the SCC properties in both the fresh and hardened states, as confirmed through the optimized behaviour of the SCC in the fresh state and the promising results in the hardened state (compressive strength). The potential demonstrated by the joint use of LF and FA through the synergetic interaction of both additions is emphasized.University Federal São CarlosRCIPLRaposeiro Da Silva, PedroDe Brito, Jorge2016-02-23T15:53:56Z2015-102015-10-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10400.21/5712engSILVA, Pedro Raposeiro da; BRITO, Jorge de - Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash. Materials Research-Ibero-American Journal of Materials. ISSN. 1516-1439. Vol. 18, N.º 5 (2015), pp. 1097-11081516-143910.1590/1516-1439.028715metadata only accessinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-08-03T09:49:31Zoai:repositorio.ipl.pt:10400.21/5712Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:14:57.576983Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash
title Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash
spellingShingle Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash
Raposeiro Da Silva, Pedro
Self-compacting concrete
Self-compacting mortar
Fly ash
Limestone filler
Fresh properties
Compressive strength
title_short Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash
title_full Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash
title_fullStr Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash
title_full_unstemmed Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash
title_sort Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash
author Raposeiro Da Silva, Pedro
author_facet Raposeiro Da Silva, Pedro
De Brito, Jorge
author_role author
author2 De Brito, Jorge
author2_role author
dc.contributor.none.fl_str_mv RCIPL
dc.contributor.author.fl_str_mv Raposeiro Da Silva, Pedro
De Brito, Jorge
dc.subject.por.fl_str_mv Self-compacting concrete
Self-compacting mortar
Fly ash
Limestone filler
Fresh properties
Compressive strength
topic Self-compacting concrete
Self-compacting mortar
Fly ash
Limestone filler
Fresh properties
Compressive strength
description This paper presents the results of a study on the behaviour of self-compacting concrete (SCC) in the fresh and hardened states, produced with binary and ternary mixes of fly ash (FA) and limestone filler (LF), using the method proposed by Nepomuceno. His method determines the SCC composition parameters in the mortar phase (self-compacting mortar - SCM) easily and efficiently, whilst guaranteeing the SCC properties in both the fresh and hardened states. For this, 11 SCMs were studied: one with cement (C) only; three with FA at 30%, 60% and 70% C substitution; three with LF at 30%, 60% and 70% C substitution; four with FA + LF in combinations of 10-20%, 20-10%, 20-40% and 40-20% C substitution. Once the composition of these mortars was defined, 18 SCC mixes were produced: 14 binary SCC mixes were produced with the seven binary mortar mixes, and four ternary SCC mixes were produced with the four ternary mortar mixes. In addition to the methodology proposed by Nepomuceno, the combined use of FA and LF in ternary mixtures was tested. The results confirmed that the method could yield SCC with adequate properties in both the fresh and hardened states. It was also possible to determine the SCC composition parameters in the mortar phase (self-compacting mortar - SCM) that will guarantee the SCC properties in both the fresh and hardened states, as confirmed through the optimized behaviour of the SCC in the fresh state and the promising results in the hardened state (compressive strength). The potential demonstrated by the joint use of LF and FA through the synergetic interaction of both additions is emphasized.
publishDate 2015
dc.date.none.fl_str_mv 2015-10
2015-10-01T00:00:00Z
2016-02-23T15:53:56Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10400.21/5712
url http://hdl.handle.net/10400.21/5712
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv SILVA, Pedro Raposeiro da; BRITO, Jorge de - Fresh-state properties of self-compacting mortar and concrete with combined use of limestone filler and fly ash. Materials Research-Ibero-American Journal of Materials. ISSN. 1516-1439. Vol. 18, N.º 5 (2015), pp. 1097-1108
1516-1439
10.1590/1516-1439.028715
dc.rights.driver.fl_str_mv metadata only access
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rights_invalid_str_mv metadata only access
eu_rights_str_mv openAccess
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dc.publisher.none.fl_str_mv University Federal São Carlos
publisher.none.fl_str_mv University Federal São Carlos
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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