Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratio
Autor(a) principal: | |
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Data de Publicação: | 2014 |
Outros Autores: | , , , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://repositorio.lnec.pt:8080/jspui/handle/123456789/1006046 |
Resumo: | This work evaluates the influence of binder:aggregate ratio on the mineralogical and mechanical properties of air lime–metakaolin mortars. Mineralogical analysis showed that binder:aggregate ratio affects the extent of carbonation and pozzolanic reactions with curing. The pozzolanic reaction occurs mostly at lower curing times (28 days), while, at higher curing ages, carbonation reaction is mostly dominant. The exceptions are mortars with 1:1 (air:- lime) volumetric ratio with 30% and 50% MK in which the pozzolanic reaction is still dominant. The reduction in the mechanical resistance of some compositions observed from 28 to 90 days is related to the calcium aluminate hydrate instability in the presence of free lime. This instability is expected to disappear after the total consumption of free lime, either by pozzolanic or carbonation reaction. |
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Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratioAir lime mortarsMetakaolinPozzolanic phasesXrdTg–dtaMechanical testsThis work evaluates the influence of binder:aggregate ratio on the mineralogical and mechanical properties of air lime–metakaolin mortars. Mineralogical analysis showed that binder:aggregate ratio affects the extent of carbonation and pozzolanic reactions with curing. The pozzolanic reaction occurs mostly at lower curing times (28 days), while, at higher curing ages, carbonation reaction is mostly dominant. The exceptions are mortars with 1:1 (air:- lime) volumetric ratio with 30% and 50% MK in which the pozzolanic reaction is still dominant. The reduction in the mechanical resistance of some compositions observed from 28 to 90 days is related to the calcium aluminate hydrate instability in the presence of free lime. This instability is expected to disappear after the total consumption of free lime, either by pozzolanic or carbonation reaction.Elsevier2014-05-02T12:25:06Z2014-10-20T16:31:45Z2017-04-13T11:32:55Z2014-01-01T00:00:00Z2014-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://repositorio.lnec.pt:8080/jspui/handle/123456789/1006046enghttp://dx.doi.org/10.1016/j.cemconcomp.2013.06.010Gameiro, A.Santos Silva, A.Faria Rodrigues, P.Grilo, J.Branco, T.Veiga, M. R.Velosa, A.info: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:RCAAP2024-01-13T03:06:12Zoai:localhost:123456789/1006046Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T01:39:52.644958Repositório 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 |
Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratio |
title |
Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratio |
spellingShingle |
Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratio Gameiro, A. Air lime mortars Metakaolin Pozzolanic phases Xrd Tg–dta Mechanical tests |
title_short |
Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratio |
title_full |
Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratio |
title_fullStr |
Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratio |
title_full_unstemmed |
Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratio |
title_sort |
Physical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratio |
author |
Gameiro, A. |
author_facet |
Gameiro, A. Santos Silva, A. Faria Rodrigues, P. Grilo, J. Branco, T. Veiga, M. R. Velosa, A. |
author_role |
author |
author2 |
Santos Silva, A. Faria Rodrigues, P. Grilo, J. Branco, T. Veiga, M. R. Velosa, A. |
author2_role |
author author author author author author |
dc.contributor.author.fl_str_mv |
Gameiro, A. Santos Silva, A. Faria Rodrigues, P. Grilo, J. Branco, T. Veiga, M. R. Velosa, A. |
dc.subject.por.fl_str_mv |
Air lime mortars Metakaolin Pozzolanic phases Xrd Tg–dta Mechanical tests |
topic |
Air lime mortars Metakaolin Pozzolanic phases Xrd Tg–dta Mechanical tests |
description |
This work evaluates the influence of binder:aggregate ratio on the mineralogical and mechanical properties of air lime–metakaolin mortars. Mineralogical analysis showed that binder:aggregate ratio affects the extent of carbonation and pozzolanic reactions with curing. The pozzolanic reaction occurs mostly at lower curing times (28 days), while, at higher curing ages, carbonation reaction is mostly dominant. The exceptions are mortars with 1:1 (air:- lime) volumetric ratio with 30% and 50% MK in which the pozzolanic reaction is still dominant. The reduction in the mechanical resistance of some compositions observed from 28 to 90 days is related to the calcium aluminate hydrate instability in the presence of free lime. This instability is expected to disappear after the total consumption of free lime, either by pozzolanic or carbonation reaction. |
publishDate |
2014 |
dc.date.none.fl_str_mv |
2014-05-02T12:25:06Z 2014-10-20T16:31:45Z 2014-01-01T00:00:00Z 2014-01 2017-04-13T11:32:55Z |
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://repositorio.lnec.pt:8080/jspui/handle/123456789/1006046 |
url |
http://repositorio.lnec.pt:8080/jspui/handle/123456789/1006046 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
http://dx.doi.org/10.1016/j.cemconcomp.2013.06.010 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Elsevier |
publisher.none.fl_str_mv |
Elsevier |
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 instacron:RCAAP |
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Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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RCAAP |
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RCAAP |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
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Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
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