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dc.contributor.authorNeto, José da Silva Andrade
dc.contributor.authorGómez-de-la-Torre, María de los Ángeles 
dc.contributor.authorCampos, Carlos E. M.
dc.contributor.authorGleize, Philippe J. P.
dc.contributor.authorMonteiro, Paulo J. M.
dc.contributor.authorKirchheim, Ana Paula
dc.contributor.authorMartos, Paulo R. de
dc.date.accessioned2021-11-11T12:30:08Z
dc.date.available2021-11-11T12:30:08Z
dc.date.created2021
dc.date.issued2022
dc.identifier.citationCement and Concrete Research, Volume 151, January 2022, 106639es_ES
dc.identifier.urihttps://hdl.handle.net/10630/23199
dc.description.abstractThe higher reactivity of orthorhombic C3A (ort-C3A) in sulfate-containing solutions, compared with cubic C3A (cb-C3A), was previously related to the differences in crystal structure or the sodium in the ort-C3A pore solution. We analyzed the hydration of cb-C3A (in water and NaOH solution) and Na-doped ort-C3A in the presence of gypsum and hemihydrate. Calorimetry, in-situ XRD, TGA, and rheological tests were conducted. NaOH accelerated the hydration of cb-C3A, but ort-C3A still presented higher ettringite formation rate and earlier sulfate depletion. Ort-C3A pastes showed 10-20 times higher viscosities and yield stresses. Replacing gypsum by hemihydrate increased the ettringite precipitation rate and anticipated the sulfate depletion of ort-C3A but did not significantly influence cb-C3A hydration. The crystallization of hemihydrate into gypsum resulted in early (<10 min) stiffing of all C3A-hemihydrate pastes. Overall, the higher reactivity of ort-C3A is related to differences in crystal structure rather than the sodium in the pore solution.es_ES
dc.description.sponsorshipJSAN, PRM, and PJPG thanks the financial support of CAPES (Coordination for the Improvement of Higher Education Personnel) [88882.439908/2019-01]. JSAN thanks the University of Malaga (Spain), where the experiments for the characterization of the raw materials were performed. JSAN and AGdT also thank the Spanish Junta de Andalucía [P18-RT-720] research project for the research stage at the University of M´alaga (Spain) and the Graduate Program in Civil Engineering: Construction and Infrastructure (PPGCI) of the Federal University of Rio Grande do Sul (UFRGS). PRM and PJPG thank the Brazilian funding agency FAPESC. The participation APK and CEMC were sponsored by CNPq (Brazilian National Council for Scientific and Technological Development) through the research fellowships PQ2017 305530/2017- 8 and PQ2019 304756/2019-9. The in-situ XRD data collection was carried out by PRM and CEMC at Laborat´orio de Difraç˜ao de Raios-X (LDRX-UFSC). Ms. Patrícia Prates from Laborat´orio de Materiais (LabMAT-UFSC) is kindly acknowledged for the assistance in the SEM analysis.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectReologíaes_ES
dc.subjectHidrataciónes_ES
dc.subjectCementoes_ES
dc.subject.otherCubic C3Aes_ES
dc.subject.otherOrthorhombic C3Aes_ES
dc.subject.otherCalcium sulfatees_ES
dc.subject.otherHydrationes_ES
dc.subject.otherRheologyes_ES
dc.titleThe role of sodium and sulfate sources on the rheology and hydration of C3A polymorphses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.centroFacultad de Cienciases_ES
dc.identifier.doihttps://doi.org/10.1016/j.cemconres.2021.106639
dc.rights.ccAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.ccAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.type.hasVersioninfo:eu-repo/semantics/submittedVersiones_ES


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