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Effect of metakaolin pozzolanic activity in the early stages of cement type II paste and mortar hydration

dc.contributor.authorCherem Da Cunha, A. L.
dc.contributor.authorGonçalves, J. P.
dc.contributor.authorBüchler, P. M. [UNESP]
dc.contributor.authorDweck, J.
dc.contributor.institutionRio de Janeiro Federal University
dc.contributor.institutionFeira de Santana State University
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.date.accessioned2022-04-28T18:55:42Z
dc.date.available2022-04-28T18:55:42Z
dc.date.issued2008-04-01
dc.description.abstractThe cement industry is one which most emits polluting gases to the environment, due to the calcium carbonate calcination, as well as to the burning of fossil fuels during the manufacturing process. Metakaolin (MK), in partial substitution to cement in its applications, is having a special worldwide growing role, for the technological increment due to its pozzolanic activity and mainly to the reduction of those emissions. In the present paper, the effect of pozzolanic activity of metakaolin was analyzed by thermal analysis in pastes and mortars of type II Portland cement in the first three days of the hydration, during which, relevant initial stages of the hydration process occur. By non-conventional differential thermal analysis (NCDTA), paste and mortar samples containing 0, 10, 20, 30 and 40% of metakaolin in cement mass substitution and using a 0.5 water/(total solids) mass ratio, were evaluated. The NCDTA curves, after normalization on cement mass basis and considering the heat capacity of each reactant, indicate that the pozzolanic activity behavior of metakaolin is different in pastes and mortars. Through the deconvolution of the normalized NCDTA curve peaks, it can be seen that ettringuite formation increases as cement substitution degree (CSD) increases, in both cases. Tobermorite formation is more enhanced in mortars than in pastes by MK, with a maximum formation at 30% of CSD. In the pastes, tobermorite formation increases as CSD increases but it is practically the same at 30 and 40% of CSD. © 2008 Springer Science+Business Media, LLC.en
dc.description.affiliationSchool of Chemistry Rio de Janeiro Federal University, BlocoE do CT Sala E206, Rio de Janeiro, RJ 21 949-900
dc.description.affiliationDepartment of Technology Feira de Santana State University Campus Universitário, Av. Universitária, s/n - Km 03 da BR 116, Feira de Santana 44031-460, BA
dc.description.affiliationChemical Engineering Department São Paulo State University, Avenida Professor Luciano Gualberto 380, São Paulo, SP 05424-970
dc.description.affiliationUnespChemical Engineering Department São Paulo State University, Avenida Professor Luciano Gualberto 380, São Paulo, SP 05424-970
dc.format.extent115-119
dc.identifierhttp://dx.doi.org/10.1007/s10973-007-8749-5
dc.identifier.citationJournal of Thermal Analysis and Calorimetry, v. 92, n. 1, p. 115-119, 2008.
dc.identifier.doi10.1007/s10973-007-8749-5
dc.identifier.issn1388-6150
dc.identifier.scopus2-s2.0-44849136190
dc.identifier.urihttp://hdl.handle.net/11449/219458
dc.language.isoeng
dc.relation.ispartofJournal of Thermal Analysis and Calorimetry
dc.sourceScopus
dc.subjectCement
dc.subjectMetakaolin
dc.subjectMortars
dc.subjectNCDTA
dc.subjectPastes
dc.subjectPozzolanic activity
dc.titleEffect of metakaolin pozzolanic activity in the early stages of cement type II paste and mortar hydrationen
dc.typeTrabalho apresentado em evento
dspace.entity.typePublication

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