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dc.contributor.authorOrtega López, Vanesa 
dc.contributor.authorFaleschini, Flora
dc.contributor.authorPellegrino, Carlo
dc.contributor.authorRevilla Cuesta, Víctor 
dc.contributor.authorManso Villalaín, Juan Manuel 
dc.date.accessioned2022-02-02T10:36:38Z
dc.date.available2022-02-02T10:36:38Z
dc.date.issued2022-02
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/10259/6389
dc.description.abstractThe environmental conditions to which a concrete may be exposed will condition its real range of use. Thus, concrete behavior must, at all times, be verified under a wide variety of environmental conditions, in order to ensure its real applicability. In this study, the real strength development and durability behavior of a fiber-reinforced self-compacting concrete is analyzed. This particular concrete incorporates 100% coarse (4/12 mm) and fine (0/4 mm) Electric Arc Furnace Slag (EAFS) as aggregate, as well as limestone fines as aggregate powder (0/1.18 mm). Furthermore, Ground Granulated Blast Furnace Slag (GGBFS) was also added as binder. Four mixtures with and without either metallic or synthetic fibers, and different GGBFS contents were designed. Real strength development was evaluated in all the mixes by comparing the strength development of both cores extracted from full-scale beams and wet-cured laboratory specimens. The durability behavior was analyzed by Mercury Intrusion Porosimetry (MIP), freeze/thaw, moist/dry, sulfate-attack, chloride-penetration, carbonation, and SO2-attack tests. On the one hand, the long-term mechanical properties of the cores (real conditions) were similar to the properties of the specimens cured in a moist chamber for 90 days in all the mixes. On the other, the increase in water content when adding fibers to maintain flowability, as well as the addition of GGBFS, resulted in an increase in MIP porosity. Therefore, the use of fibers, both metallic and synthetic, slightly worsened the durability behavior of the concrete, facilitating the entry of aggressive external agents. Nevertheless, the increased flexibility of the cementitious matrix when adding GGBFS was beneficial against moist/dry and sulfate-attack phenomena, despite the increase in porosity. Overall, the mixes complied with the regulatory requirements for use in aggressive environments, although the amounts of fibers and GGBFS should be carefully studied.en
dc.description.sponsorshipSpanish Ministry of Universities within the framework of the State Program for the Promotion of Talent and its Employability in R + D + i, State Mobility Subprogram, of the State Plan for Scientific and Technical Research and Innovation 2017-2020 [PRX21/00007]; the Spanish Ministry of Universities, MICINN, AEI, EU and ERDF [grant numbers PID2020-113837RB-I00; 10.13039/501100011033; FPU17/03374]; the Junta de Castilla y León (Regional Government) and ERDF [grant numbers UIC-231; BU119P17]; Youth Employment Initiative (JCyL) and ESF [grant number UBU05B_1274]; and finally, to the University of Burgos [grant numbers SUCONS, Y135.GI] and the University of Padova.en
dc.language.isoenges
dc.publisherElsevieres
dc.relation.ispartofConstruction and Building Materials. 2022, V. 320, 126280en
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectGround granulated blast furnace slagen
dc.subjectElectric arc furnace slagen
dc.subjectFiber-reinforced self-compacting concreteen
dc.subjectCore drillingen
dc.subjectReal strength developmenten
dc.subjectDurability performanceen
dc.subjectExternal aggressive agentsen
dc.subject.otherMateriales de construcciónes
dc.subject.otherBuilding materialsen
dc.titleValidation of slag-binder fiber-reinforced self-compacting concrete with slag aggregate under field conditions: Durability and real strength developmenten
dc.typeinfo:eu-repo/semantics/articlees
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.relation.publisherversionhttps://doi.org/10.1016/j.conbuildmat.2021.126280es
dc.identifier.doi10.1016/j.conbuildmat.2021.126280
dc.relation.projectIDinfo:eu-repo/grantAgreement/MIU//PRX21%2F00007es
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2020-113837RB-I00/ES/ESTUDIO A ESCALA REAL DE HORMIGONES SOSTENIBLES, HIDRAULICOS Y BITUMINOSOS, DE ALTAS PRESTACIONES, FABRICADOS CON RESIDUOS SIDERURGICOS Y DE CONSTRUCCIONes
dc.relation.projectIDinfo:eu-repo/grantAgreement/MICIU/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/FPU17%2F03374es
dc.relation.projectIDinfo:eu-repo/grantAgreement/Junta de Castilla y León//BU119P17//Innovación Competitiva en la Utilización de Escorias Siderúrgicas para la elaboración de Hormigones de Altas Prestaciones. Aplicaciones en la Industrializaciónes
dc.relation.projectIDinfo:eu-repo/grantAgreement/Junta de Castilla y León//UBU05B_1274es
dc.relation.projectIDinfo:eu-repo/grantAgreement/UBU//Y135.GIes
dc.journal.titleConstruction and Building Materialsen
dc.volume.number320es
dc.page.initial126280es
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones


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