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dc.contributor.authorSosa Yépez, Israel Enrique 
dc.contributor.authorTamayo Castañeda, Pablo 
dc.contributor.authorSainz-Aja Guerra, José Adolfo 
dc.contributor.authorCimentada Hernández, Ana Isabel 
dc.contributor.authorPolanco Madrazo, Juan Antonio 
dc.contributor.authorSetién Marquínez, Jesús 
dc.contributor.authorThomas García, Carlos 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2022-03-08T09:16:54Z
dc.date.available2022-03-08T09:16:54Z
dc.date.issued2021-02
dc.identifier.issn2076-3417
dc.identifier.urihttp://hdl.handle.net/10902/24159
dc.description.abstractABSTRACT: Obtaining new materials capable of meeting society?s demands motivates the search for new solutions that are capable of satisfying twofold requirements: respect for the environment and obtaining more durable and resistant materials. Cupola slag is a by-product generated in the process of obtaining ductile iron. When the slag undergoes rapid cooling, its vitrification is favored, leaving the silica in an amorphous structure and, thus, susceptible to reacting. Through reaction, the slag can develop cementing properties and cement can consequently be partially replaced with residue, providing savings in economic and environmental costs compared to traditional hydraulic binders. In this study, the physical and chemical properties of cupola slag and its recovery process are analyzed. Mortars that incorporate traditional admixtures (fly ash and limestone filler) have been manufactured and consistency and mechanical properties have been compared with mortars that incorporate cupola slag admixture. Mortars have also been manufactured with normalized sand and with Portland cement replacements (0, 10, 20, and 30% by weight) with cupola slag, and both the consistency and the mechanical properties have been compared at 7, 28, 60, and 90 days. The results obtained show the suitability of cupola slag as a binder and as an admixture, with respect to the traditional ones, and how the mechanical properties tend to converge for all of the replacement levels characterized, for ages close to 90 days of age.es_ES
dc.format.extent14 p.es_ES
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.rights© 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) 4.0 International license.es_ES
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.sourceApplied Sciences 2021, 11(4), 1957es_ES
dc.subject.otherCupola slages_ES
dc.subject.otherAlternative binderes_ES
dc.subject.otherSustainabilityes_ES
dc.subject.otherWaste recoveryes_ES
dc.subject.otherMechanical propertieses_ES
dc.subject.otherMortares_ES
dc.subject.otherConcretees_ES
dc.titleViability of Cupola Slag as an Alternative Eco-Binder and Filler in Concrete and Mortarses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.3390/app11041957
dc.type.versionpublishedVersiones_ES


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© 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) 4.0 International license.Excepto si se señala otra cosa, la licencia del ítem se describe como © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) 4.0 International license.