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dc.contributor.authorPuertas, Francisca
dc.contributor.authorGonzález-Fonteboa, Belén
dc.contributor.authorGonzález-Taboada, Iris
dc.contributor.authorAlonso López, María del Mar
dc.contributor.authorTorres Carrasco, Manuel
dc.contributor.authorRojo-López, Gemma
dc.contributor.authorMartínez-Abella, Fernando
dc.date.accessioned2024-07-15T14:58:10Z
dc.date.available2024-07-15T14:58:10Z
dc.date.issued2018
dc.identifier.citationPuertas, F., González-Fonteboa, B., González-Taboada, I., Alonso, M. M., Torres-Carrasco, M., Rojo, G., Martínez-Abella, F. (2018). Alkali-activated slag concrete: Fresh and hardened behaviour. Cement and concrete composites, 85, 22-31. https://doi.org/10.1016/j.cemconcomp.2017.10.003es_ES
dc.identifier.urihttp://hdl.handle.net/2183/38018
dc.descriptionVersión aceptada de: https://doi.org/10.1016/j.cemconcomp.2017.10.003es_ES
dc.description.abstract[Abstract:] The behaviour of fresh and hardened alkali-activated slag (AAS) and OPC concretes was compared and the effect of mixing time assessed. OPC and AAS concrete slump and rheological results proved to differ, particularly when the slag was activated with waterglass (WG). The nature of the alkaline activator was the key determinant in AAS concrete rheology. Bingham models afforded a good fit to all the OPC and AAS concretes. In OPC and NaOH-activated AAS concretes, longer mixing had an adverse effect on rheology while improving hardened performance only slightly. In WG-AAS concrete, longer mixing times, improved mechanical properties and also rheological behaviour was enhanced, in which those conditions were required to break down the microstructure. Longer mixing raised thixotropy in OPC and NaOH-activated AAS concretes, but lowered the value of this parameter in waterglass-activated slag concrete.es_ES
dc.description.sponsorshipThis study was funded by the Spanish Ministry of the Economy under Projects BIA2013-47876-C2-1-P and BIA2014-58063-R.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.relationinfo:eu-repo/grantAgreement/MINECO/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/BIA2013-47876-C2-1-P/ES/REOLOGIA DE CEMENTOS Y HORMIGONES ALCALINOS. BASES CIENTIFO-TECNOLOGICAS PARA SU OPTIMIZACION Y NORMALIZACIONes_ES
dc.relationinfo:eu-repo/grantAgreement/MINECO/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/BIA2014-58063-R/ES/HORMIGONES RECICLADOS AUTOCOMPACTANTES ROBUSTOS: REOLOGIA EN ESTADO FRESCO Y PROPIEDADES MECANICASes_ES
dc.relation.urihttps://doi.org/10.1016/j.cemconcomp.2017.10.003es_ES
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Españaes_ES
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subjectRheologyes_ES
dc.subjectConcretees_ES
dc.subjectAlkaline activationes_ES
dc.subjectBlast furnace slages_ES
dc.subjectBingham modeles_ES
dc.subjectHardened behavioures_ES
dc.titleAlkali-activated slag concrete: Fresh and hardened behavioures_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessinfo:eu-repo/semantics/openAccesses_ES
UDC.journalTitleCement and Concrete Compositeses_ES
UDC.volume85es_ES
UDC.startPage22es_ES
UDC.endPage31es_ES
dc.identifier.doi10.1016/j.cemconcomp.2017.10.003


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