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dc.contributor.authorAuthorSinduja Joseph, Herbert
dc.contributor.authorAuthorPachiappan, Thamilselvi
dc.contributor.authorAuthorAvudaiappan, Siva
dc.contributor.authorAuthorMaureira-Carsalade, Nelson
dc.contributor.authorAuthorRoco-Videla, Ángel
dc.contributor.authorAuthorGuindos, Pablo
dc.contributor.authorAuthorParra, Pablo F.
dc.date.accessionedDate Accessioned2024-09-03T19:20:38Z
dc.date.availableDate Available2024-09-03T19:20:38Z
dc.date.issuedDate Issued2023
dc.identifier.citationReferencia BibliográficaSustainability (Switzerland), 15(6), 27 p.
dc.identifier.issnISSN2071-1050
dc.identifier.uriURIhttp://repositorio.udla.cl/xmlui/handle/udla/1529
dc.identifier.uriURIhttps://www.mdpi.com/journal/sustainability
dc.description.abstractAbstractThere have been efforts to use building demolition waste as an alternative aggregate in concrete to decrease the use of natural resources for construction. The World Green Building Council estimates that the construction industry is responsible for more than 50% of all material extracted globally and that construction and demolition waste makes up 35% of global landfills. As a result, incorporating recycled aggregate (RA) in concrete production is a prudent course of action to reduce the environmental impact. This study reviews prior research on using recycled aggregate instead of conventional ingredients in concrete. The composition and morphology of different types of RA, the behavior of RA in fresh and hardened states, keyword co-occurrence and evolution analysis, and the various additives used to enhance the inferior properties of RA are discussed. The RA showed different physical properties when compared with natural aggregate. However, the addition of pozzolanic materials and various pretreatment techniques is desirable for improving the inferior properties of RA. While building waste has been utilized as a substitute for fine and coarse aggregate, prior research has demonstrated that a modified mixing approach, an adequate mixing proportion, and the optimum replacement of cementitious materials are necessary. Based on the review, the recommendation is to use RA at a replacement level of up to 30% and the addition of precoated and pozzolanic materials as a treatment to provide concrete with adequate workability, strength, and durability for structural applications.
dc.format.extentdc.format.extent27 páginas
dc.format.extentdc.format.extent3.467Mb
dc.format.mimetypedc.format.mimetypePDF
dc.language.isoLanguage ISOeng
dc.publisherPublisherMDPI
dc.rightsRightsCreative Commons Attribution License (CC BY)
dc.sourceSourcesSustainability (Switzerland)
dc.subjectSubjectCementitious materials
dc.subjectSubjectConstruction and demolition waste
dc.subjectSubjectFresh and hardened properties
dc.subjectSubjectRecycled aggregate
dc.subject.lcshdc.subject.lcshSustentabilidad
dc.titleTitleA Comprehensive review on recycling of construction demolition waste in concrete
dc.typeDocument TypeArtículo de revisión
dc.udla.catalogadordc.udla.catalogadorCBM
dc.udla.indexdc.udla.indexWoS
dc.udla.indexdc.udla.indexScience Citation Index Expanded
dc.udla.indexdc.udla.indexScopus
dc.udla.indexdc.udla.indexSocial Sciences Citation Index
dc.udla.indexdc.udla.indexDOAJ
dc.udla.indexdc.udla.indexCAB Abstracts
dc.udla.indexdc.udla.indexFood Science & Technology Abstracts
dc.identifier.doidc.identifier.doi10.3390/su15064932
dc.facultaddc.facultadFacultad de Salud y Ciencias Sociales


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