Utilisation of Ceramic Stoneware Tile Waste as Recycled Aggregate in Concrete
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Otros documentos de la autoría: Roig-Flores, Marta; Reig, Lucía; Albero, Vicente; Hernández-Figueirido, David; Melchor-Eixea, Antonio; Pitarch-Roig, Angel-Miguel; Piquer, Ana
Metadatos
Mostrar el registro completo del ítemcomunitat-uji-handle:10234/9
comunitat-uji-handle2:10234/7035
comunitat-uji-handle3:10234/8617
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INVESTIGACIONMetadatos
Título
Utilisation of Ceramic Stoneware Tile Waste as Recycled Aggregate in ConcreteAutoría
Fecha de publicación
2023-08Editor
MDPIISSN
2075-5309Cita bibliográfica
Roig-Flores, M.; Reig, L.; Albero, V.; Hernández-Figueirido, D.; Melchor-Eixea, A.; Pitarch, Á.M.; Piquer, A. Utilisation of Ceramic Stoneware Tile Waste as Recycled Aggregate in Concrete. Buildings 2023, 13, 1968. https://doi.org/10.3390/buildings13081968Tipo de documento
info:eu-repo/semantics/articleVersión de la editorial
https://www.mdpi.com/2075-5309/13/8/1968Versión
info:eu-repo/semantics/publishedVersionPalabras clave / Materias
Resumen
The construction industry has a significant environmental impact and concrete production is responsible for a large part of CO2 emissions and energy consumption. This study focused on the reutilisation of a specific ... [+]
The construction industry has a significant environmental impact and concrete production is responsible for a large part of CO2 emissions and energy consumption. This study focused on the reutilisation of a specific type of tiles ceramic waste (TCW), composed only of stoneware and porcelain stoneware tiles, hereafter referred to as ceramic stoneware (CS), as recycled aggregate in concrete. Natural limestone and CS aggregates (sand and gravel) were characterised (particle size distribution, water absorption, resistance to wear, density and X-ray diffraction analyses) and recycled aggregate concrete (RAC) was prepared by replacing 20, 50 and 100 vol.% of sand and gravel, separately. Concrete workability generally improved with CW addition, especially when replacing natural gravel. Although the compressive strengths of the concrete specimens prepared with recycled sand were slightly lower than those of the reference specimens, similar or better results were recorded with the recycled CS gravel. In consonance, the RAC developed with recycled gravel obtained lower water penetration depths than the reference concrete. No significant variation in tensile strength was observed when varying CS content (values within the 2.33–2.65 MPa range). The study contributes to sustainable construction practices and circular economy by promoting the valorisation and reutilisation of industrial waste and reducing the consumption of natural resources. [-]
Publicado en
Buildings, 2023, vol. 13, no 8Entidad financiadora
Generalitat Valenciana | Universitat Jaume I
Código del proyecto o subvención
INVEST/2022/243 | UJI-B2021-34
Derechos de acceso
info:eu-repo/semantics/openAccess
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