Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler

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/10400.21/5974
Resumo: The basic objective of this work is to evaluate the durability of self-compacting concrete (SCC) produced in binary and ternary mixes using fly ash (FA) and limestone filler (LF) as partial replacement of cement. The main characteristics that set SCC apart from conventional concrete (fundamentally its fresh state behaviour) essentially depend on the greater or lesser content of various constituents, namely: greater mortar volume (more ultrafine material in the form of cement and mineral additions); proper control of the maximum size of the coarse aggregate; use of admixtures such as superplasticizers. Significant amounts of mineral additions are thus incorporated to partially replace cement, in order to improve the workability of the concrete. These mineral additions necessarily affect the concrete’s microstructure and its durability. Therefore, notwithstanding the many well-documented and acknowledged advantages of SCC, a better understanding its behaviour is still required, in particular when its composition includes significant amounts of mineral additions. An ambitious working plan was devised: first, the SCC’s microstructure was studied and characterized and afterwards the main transport and degradation mechanisms of the SCC produced were studied and characterized by means of SEM image analysis, chloride migration, electrical resistivity, and carbonation tests. It was then possible to draw conclusions about the SCC’s durability. The properties studied are strongly affected by the type and content of the additions. Also, the use of ternary mixes proved to be extremely favourable, confirming the expected beneficial effect of the synergy between LF and FA. © 2015 RILEM.
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spelling Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone fillerCarbonationChloride migrationDurabilityElectrical resistivitySelf-compacting concreteSEM image analysisThe basic objective of this work is to evaluate the durability of self-compacting concrete (SCC) produced in binary and ternary mixes using fly ash (FA) and limestone filler (LF) as partial replacement of cement. The main characteristics that set SCC apart from conventional concrete (fundamentally its fresh state behaviour) essentially depend on the greater or lesser content of various constituents, namely: greater mortar volume (more ultrafine material in the form of cement and mineral additions); proper control of the maximum size of the coarse aggregate; use of admixtures such as superplasticizers. Significant amounts of mineral additions are thus incorporated to partially replace cement, in order to improve the workability of the concrete. These mineral additions necessarily affect the concrete’s microstructure and its durability. Therefore, notwithstanding the many well-documented and acknowledged advantages of SCC, a better understanding its behaviour is still required, in particular when its composition includes significant amounts of mineral additions. An ambitious working plan was devised: first, the SCC’s microstructure was studied and characterized and afterwards the main transport and degradation mechanisms of the SCC produced were studied and characterized by means of SEM image analysis, chloride migration, electrical resistivity, and carbonation tests. It was then possible to draw conclusions about the SCC’s durability. The properties studied are strongly affected by the type and content of the additions. Also, the use of ternary mixes proved to be extremely favourable, confirming the expected beneficial effect of the synergy between LF and FA. © 2015 RILEM.Springer NetherlandsRCIPLRaposeiro Da Silva, PedroDe Brito, Jorge2016-04-14T14:12:42Z2015-07-292015-07-29T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10400.21/5974engSILVA, Pedro Raposeiro da; BRITO, Jorge de - Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler. Kluwer Academic Publishers. ISSN 1359-5997. pp. 1-18, 20151359-599710.1617/s11527-015-0683-6metadata 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:RCAAP2023-08-03T09:50:10Zoai:repositorio.ipl.pt:10400.21/5974Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:15:11.304277Repositório 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 Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler
title Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler
spellingShingle Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler
Raposeiro Da Silva, Pedro
Carbonation
Chloride migration
Durability
Electrical resistivity
Self-compacting concrete
SEM image analysis
title_short Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler
title_full Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler
title_fullStr Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler
title_full_unstemmed Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler
title_sort Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler
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 Carbonation
Chloride migration
Durability
Electrical resistivity
Self-compacting concrete
SEM image analysis
topic Carbonation
Chloride migration
Durability
Electrical resistivity
Self-compacting concrete
SEM image analysis
description The basic objective of this work is to evaluate the durability of self-compacting concrete (SCC) produced in binary and ternary mixes using fly ash (FA) and limestone filler (LF) as partial replacement of cement. The main characteristics that set SCC apart from conventional concrete (fundamentally its fresh state behaviour) essentially depend on the greater or lesser content of various constituents, namely: greater mortar volume (more ultrafine material in the form of cement and mineral additions); proper control of the maximum size of the coarse aggregate; use of admixtures such as superplasticizers. Significant amounts of mineral additions are thus incorporated to partially replace cement, in order to improve the workability of the concrete. These mineral additions necessarily affect the concrete’s microstructure and its durability. Therefore, notwithstanding the many well-documented and acknowledged advantages of SCC, a better understanding its behaviour is still required, in particular when its composition includes significant amounts of mineral additions. An ambitious working plan was devised: first, the SCC’s microstructure was studied and characterized and afterwards the main transport and degradation mechanisms of the SCC produced were studied and characterized by means of SEM image analysis, chloride migration, electrical resistivity, and carbonation tests. It was then possible to draw conclusions about the SCC’s durability. The properties studied are strongly affected by the type and content of the additions. Also, the use of ternary mixes proved to be extremely favourable, confirming the expected beneficial effect of the synergy between LF and FA. © 2015 RILEM.
publishDate 2015
dc.date.none.fl_str_mv 2015-07-29
2015-07-29T00:00:00Z
2016-04-14T14:12:42Z
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/10400.21/5974
url http://hdl.handle.net/10400.21/5974
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv SILVA, Pedro Raposeiro da; BRITO, Jorge de - Durability performance of self-compacting concrete (SCC) with binary and ternary mixes of fly ash and limestone filler. Kluwer Academic Publishers. ISSN 1359-5997. pp. 1-18, 2015
1359-5997
10.1617/s11527-015-0683-6
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dc.publisher.none.fl_str_mv Springer Netherlands
publisher.none.fl_str_mv Springer Netherlands
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