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dc.contributor.authorRodríguez, C.
dc.contributor.authorParra, C.
dc.contributor.authorCasado, G.
dc.contributor.authorMiñano Belmonte, Isabel de la Paz
dc.contributor.authorAlbaladejo, F.
dc.contributor.authorBenito Saorín, Francisco Javier
dc.contributor.authorSánchez, I.
dc.date.accessioned2026-07-01T07:50:56Z
dc.date.available2026-07-01T07:50:56Z
dc.date.issued2016
dc.identifier.citationRodríguez, C., Parra, C., Casado, G., Miñano Belmonte, I. D. L. P., Albaladejo, F., Benito Saorín, F. J., y Sánchez. (2016). The incorporation of construction and demolition wastes as recycled mixed aggregates in non-structural concrete precast pieces. Journal of Cleaner Production, 127, 152-161. https://doi.org/10.1016/j.jclepro.2016.03.137es
dc.identifier.issn0959-6526, 1879-1786
dc.identifier.urihttp://hdl.handle.net/20.500.12251/5149
dc.description.abstractConcern for the environment has lately heightened awareness about the need for recycling in the construction industry. However, some standards, such as the Spanish standard, only accept the recycling of aggregates derived from concrete, which limits the extensive use of construction and demolition waste, which are produced in much bigger volumes. The aim of this work was to explore the possibility of using recycled mixed aggregates (RMA) in the preparation of precast non-structural concretes. To that end different percentages of natural aggregate were replaced by RMA in non-structural elements (25, 50, 75 and 100%). Contents of cement, water, and the dosages commonly used by companies were unchanged by the introduction of RMA. The characterization of the prepared elements has been done using the specific tests for each type of non-structural element (terrazzo for indoor use, hollow tiles, kerbstones and paving blocks): compression and flexural strength, water absorption, dimensional tolerances, abrasion and slipping resistance. The paving blocks, kerbstones, and hollow tiles prepared were tested for 360 days. The stability of the tested properties confirmed the possibility of using these wastes on an industrial scale satisfying the standard requirements. However, the surface of terrazzo with RMA is not as good as that prepared with natural aggregate. (C) 2016 Elsevier Ltd. All rights reserved.es
dc.language.isoenges
dc.publisherElsevier Sci Ltdes
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleThe incorporation of construction and demolition wastes as recycled mixed aggregates in non-structural concrete precast pieceses
dc.typearticle
dc.identifier.doi10.1016/j.jclepro.2016.03.137
dc.identifier.urlhttps://www.webofscience.com/wos/author/record/2490146
dc.journal.titleJournal of Cleaner Productiones
dc.page.initial152es
dc.page.final161es
dc.rights.accessRightsopenAccesses
dc.subject.keywordResiduos de Construcción Demolición (RCD)es
dc.subject.keywordHormigónes
dc.subject.keywordÁridos recicladoses
dc.subject.keywordHormigón recicladoes
dc.subject.keywordHormigón prefabricadoes
dc.subject.unesco3305 Tecnología de la Construcciónes
dc.subject.unesco3305.05 Tecnología del Hormigónes
dc.subject.unesco3305.32 Ingeniería de Estructurases
dc.subject.unesco3308.07 Eliminación de Residuoses
dc.subject.unesco3312 Tecnología de Materialeses
dc.volume.number127


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