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dc.contributorEscuela de Ingeniería Agraria y Forestales_ES
dc.contributor.authorMorán del Pozo, Julia María 
dc.contributor.authorGuerra Romero, Manuel Ignacio 
dc.contributor.authorJuan Valdés, Andrés 
dc.contributor.authorMartínez García, Rebeca 
dc.contributor.authorBrito, Jorge De
dc.contributor.otherIngenieria Agroforestales_ES
dc.date2020
dc.date.accessioned2024-04-03T10:46:50Z
dc.date.available2024-04-03T10:46:50Z
dc.identifier.citationMorán Del Pozo, J. M.; Guerra Romero, M. I.; Juan Valdés, A.; Martínez García, R.; Brito, J. D. (2020). Recycling Aggregates for Self-Compacting Concrete Production: A Feasible Option. Materials, 13(4), https://doi.org/10.3390/MA13040868es_ES
dc.identifier.urihttps://hdl.handle.net/10612/19343
dc.description.abstract[EN] The use of construction and demolition wastes (C&DW) is a trending future option for the sustainability of construction. In this context, a number of works deal with the use of recycled concrete aggregates to produce concrete for structural and non-structural purposes. Nowadays, an important number of C&DW management plants in the European Union (EU) and other countries have developed robust protocols to obtain high-quality coarse recycled aggregates that comply with different European standards in order to be used to produce new concrete. The development of self-compacting concrete (SCC) is another way to boost the sustainability of construction, due to the important reduction of energy employed. Using recycled aggregates is a relatively recent scientific area, however, studies on this material in the manufacture of self-compacting concrete have proven the feasibility thereof for conventional structural elements as well as high-performance and complex structural elements, densely reinforced structures, difficult-to-access formwork and difficult-to-vibrate elements. This paper presents an original study on the use of coarse recycled concrete aggregate (CRA) to obtain self-compacting concrete. Concrete with substitution ratios of 20%, 50% and 100% are compared with a control concrete. The purpose of this comparison is to check the influence of CRA on fresh SCC as well as its physical and mechanical properties. The parameters studied are material characterization, self-compactability, compressive strength, and tensile and flexural strength of the resulting concrete. The results conclude that it is feasible to use CRA for SCC production with minimal losses in the characteristics.es_ES
dc.languageenges_ES
dc.publisherMDPIes_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectIngeniería agrícolaes_ES
dc.subjectIngeniería forestales_ES
dc.subject.otherSelf-compacting Concretees_ES
dc.subject.otherCoarse Recycled Aggregatees_ES
dc.subject.otherSustainable Concretees_ES
dc.subject.otherConstruction And Demolition Waste Management Plantes_ES
dc.titleRecycling Aggregates for Self-Compacting Concrete Production: A Feasible Optiones_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.identifier.doi10.3390/MA13040868
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.identifier.essn1996-1944
dc.journal.titleMaterialses_ES
dc.volume.number13es_ES
dc.issue.number4es_ES
dc.page.initial868es_ES
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones_ES


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Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Excepto si se señala otra cosa, la licencia del ítem se describe como Attribution-NonCommercial-NoDerivatives 4.0 Internacional