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dc.contributor.authorPitarch Roig, Ángel Miguel
dc.contributor.authorPiquer, Ana
dc.contributor.authorReig Cerdá, Lucía
dc.contributor.authorRoig Flores, Marta
dc.contributor.authorAlbero, Vicente
dc.contributor.authorHernández Figueirido, David
dc.contributor.authorMelchor Eixea, Antonio
dc.date.accessioned2026-07-01T07:48:11Z
dc.date.available2026-07-01T07:48:11Z
dc.date.issued2025
dc.identifier.citationPitarch Roig, Á. M., Piquer, A., Reig Cerdá, L., Roig Flores, M., Albero, V., Hernández Figueirido, D., y Melchor Eixea, A. (2025). Reutilization of Recycled CDW Sand in Mortars, Paving Blocks, and Structural Concrete. Applied Sciences (Switzerland), 15(7). https://doi.org/10.3390/app15073652es
dc.identifier.issn2076-3417
dc.identifier.urihttp://hdl.handle.net/20.500.12251/4264
dc.description.abstractFeatured Application: This study examines the technical viability of using industrially processed construction and demolition waste (CDW) with a limestone–ceramic composition, washed to remove sulphates, as a fine aggregate (sand) in mortars, paving blocks, and structural concrete.  Reusing construction and demolition waste (CDW) as recycled aggregate reduces environmental impact and enhances resource efficiency. While previous research has mainly focused on the use of recycled aggregates (RAs) in concrete, this study evaluates the use of CDW-derived sand in mortars, paving blocks, and structural concrete. Natural and CDW aggregates were characterized, and samples were prepared with two types of Portland cement, replacing up to 100% of the natural limestone sand. Tests were conducted to assess workability, density, strength, and durability. CDW aggregates, primarily composed of limestone and ceramics, reduced sample density as their content increased. Workability improved in the mortars and concrete with higher CDW contents, peaking at 20% CDW in paving blocks. Although the permeability of concrete increased with CDW content, the developed recycled aggregate concrete (RAC) met structural code requirements for all the exposure classes. Despite the decline in strength with higher CDW content, the paving blocks maintained a relative tensile splitting strength above 80%, and the relative compressive strength of the mortars cured for 28 days exceeded 70%. The RAC compressive strength remained within the required range for reinforced concrete (>25–30 MPa). These results validate the feasibility of using CDW-derived sand in various sustainable construction applications with minimal strength loss. Furthermore, they contribute to the development of standardized guidelines for RAs in non-structural applications, fostering broader industry adoption and environmental benefits. © 2025 by the authors.es
dc.language.isoenges
dc.publisherMultidisciplinary Digital Publishing Institute (MDPI)es
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleReutilization of Recycled CDW Sand in Mortars, Paving Blocks, and Structural Concretees
dc.typearticle
dc.identifier.doi10.3390/app15073652
dc.identifier.urlhttps://www.scopus.com/results/results.uri?sort=plf-f&src=s&sid=98879af0bb1b7bfc42ff9626af075784&sot=a&sdt=a&sl=40&s=AU-ID%2824721606300%29+OR+AU-ID%2857216734764%29&origin=searchadvanced&editSaveSearch=&txGid=f6a2caa0fe962048a6035895fd067d8a&sessionSearchId=98879af0bb1b7bfc42ff9626af075784&limit=10
dc.issue.number7es
dc.journal.titleApplied Sciences (Switzerland)es
dc.rights.accessRightsopenAccesses
dc.subject.keywordConstrucción sosteniblees
dc.subject.keywordSostenibilidades
dc.subject.keywordResiduos de Construcción Demolición (RCD)es
dc.subject.keywordHormigónes
dc.subject.keywordEstructuras de hormigón armadoes
dc.subject.keywordConservación del Patrimonioes
dc.subject.unesco3305 Tecnología de la Construcciónes
dc.subject.unesco3305.05 Tecnología del Hormigónes
dc.subject.unesco3305.32 Ingeniería de Estructurases
dc.subject.unesco5506 Historias Por Especialidadeses
dc.volume.number15


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