Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1006046
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dc.contributor.authorGameiro, A.pt_BR
dc.contributor.authorSantos Silva, A.pt_BR
dc.contributor.authorFaria Rodrigues, P.pt_BR
dc.contributor.authorGrilo, J.pt_BR
dc.contributor.authorBranco, T.pt_BR
dc.contributor.authorVeiga, M. R.pt_BR
dc.contributor.authorVelosa, A.pt_BR
dc.date.accessioned2014-05-02T12:25:06Zpt_BR
dc.date.accessioned2014-10-20T16:31:45Zpt_BR
dc.date.accessioned2017-04-13T11:32:55Z-
dc.date.available2014-05-02T12:25:06Zpt_BR
dc.date.available2014-10-20T16:31:45Zpt_BR
dc.date.available2017-04-13T11:32:55Z-
dc.date.issued2014-01pt_BR
dc.identifier.otherhttp://dx.doi.org/10.1016/j.cemconcomp.2013.06.010pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1006046-
dc.description.abstractThis 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.pt_BR
dc.description.sponsorshipThe authors wish to acknowledge the Fundação para a Ciência e Tecnologia (FCT) for the financial support under Project METACAL (PTDC/ECM/100431/2008) and to the companies LUSICAL and IMERYS for the supply of CL90-S and metakaolin used in this work.pt_BR
dc.language.isoengpt_BR
dc.publisherElsevierpt_BR
dc.rightsopenAccesspt_BR
dc.subjectAir lime mortarspt_BR
dc.subjectMetakaolinpt_BR
dc.subjectPozzolanic phasespt_BR
dc.subjectXrdpt_BR
dc.subjectTg–dtapt_BR
dc.subjectMechanical testspt_BR
dc.titlePhysical and chemical assessment of lime–metakaolin mortars: Influence of binder:aggregate ratiopt_BR
dc.typearticlept_BR
dc.description.figures6pt_BR
dc.description.tables3pt_BR
dc.description.pagespp 264-271pt_BR
dc.description.volume45pt_BR
dc.description.sectorDM/NMMpt_BR
dc.identifier.proc0204/11/17692pt_BR
dc.identifier.proc0204/14/17356pt_BR
dc.description.magazineCement & Concrete Compositespt_BR
Appears in Collections:DM/NMM - Comunicações a congressos e artigos de revista

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