dc.contributorUniversidade Estadual Paulista (Unesp)
dc.contributorUniversidade de Sorocaba
dc.date.accessioned2019-10-06T17:10:23Z
dc.date.accessioned2022-12-19T19:05:52Z
dc.date.available2019-10-06T17:10:23Z
dc.date.available2022-12-19T19:05:52Z
dc.date.created2019-10-06T17:10:23Z
dc.date.issued2019-01-01
dc.identifierCeramica, v. 65, p. 1-6.
dc.identifier1678-4553
dc.identifier0366-6913
dc.identifierhttp://hdl.handle.net/11449/190351
dc.identifier10.1590/0366-6913201965S12588
dc.identifierS0366-69132019000500001
dc.identifier2-s2.0-85066042824
dc.identifierS0366-69132019000500001.pdf
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/5371389
dc.description.abstractCivil construction generates the largest amount of construction and demolition waste (CDW), most of which is not reused and is discarded as inert waste in landfills. The purpose of this study was to evaluate the feasibility of reusing gypsum recovered from CDW in the preparation of mortar. This material was examined to determine its specific mass, morphology, elemental composition and particle size distribution. Test specimens were prepared with a mix design of 1:3 (cement:sand), with the gypsum waste substituting part of sand in proportions of 0, 10, 20 and 30% (in volume). The consistency of the fresh mortar was evaluated: the specimens were tested to determine their flexural and compressive strength, apparent density, water absorption, voids index, and specific mass. After 28 days, the mechanical strength of the specimens exceeded the limits specified by NBR 13281 standard, indicating that up to 30% of ground gypsum waste can be included in a mortar.
dc.languageeng
dc.relationCeramica
dc.rightsAcesso aberto
dc.sourceScopus
dc.subjectConstruction and demolition waste
dc.subjectGypsum
dc.subjectMortar
dc.subjectPortland cement
dc.titleUtilization of gypsum from construction and demolition waste in Portland cement mortar
dc.typeArtículos de revistas


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