Utilization of gypsum from construction and demolition waste in Portland cement mortar

Detalhes bibliográficos
Autor(a) principal: Antunes, M. L.P. [UNESP]
Data de Publicação: 2019
Outros Autores: Botignon de Sá, A. [UNESP], Oliveira, P. S. [UNESP], Rangel, E. C. [UNESP]
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/0366-6913201965S12588
http://hdl.handle.net/11449/190351
Resumo: Civil 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.
id UNSP_dc156628206be862131fab5b0f40d6ec
oai_identifier_str oai:repositorio.unesp.br:11449/190351
network_acronym_str UNSP
network_name_str Repositório Institucional da UNESP
repository_id_str 2946
spelling Utilization of gypsum from construction and demolition waste in Portland cement mortarConstruction and demolition wasteGypsumMortarPortland cementCivil 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.São Paulo State University (UNESP) Institute of Science and Technology Sorocaba, Av. Três de Março 511Universidade de SorocabaSão Paulo State University (UNESP) Institute of Science and Technology Sorocaba, Av. Três de Março 511Universidade Estadual Paulista (Unesp)Universidade de SorocabaAntunes, M. L.P. [UNESP]Botignon de Sá, A. [UNESP]Oliveira, P. S. [UNESP]Rangel, E. C. [UNESP]2019-10-06T17:10:23Z2019-10-06T17:10:23Z2019-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article1-6application/pdfhttp://dx.doi.org/10.1590/0366-6913201965S12588Ceramica, v. 65, p. 1-6.1678-45530366-6913http://hdl.handle.net/11449/19035110.1590/0366-6913201965S12588S0366-691320190005000012-s2.0-85066042824S0366-69132019000500001.pdfScopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengCeramicainfo:eu-repo/semantics/openAccess2024-01-15T06:18:09Zoai:repositorio.unesp.br:11449/190351Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-01-15T06:18:09Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Utilization of gypsum from construction and demolition waste in Portland cement mortar
title Utilization of gypsum from construction and demolition waste in Portland cement mortar
spellingShingle Utilization of gypsum from construction and demolition waste in Portland cement mortar
Antunes, M. L.P. [UNESP]
Construction and demolition waste
Gypsum
Mortar
Portland cement
title_short Utilization of gypsum from construction and demolition waste in Portland cement mortar
title_full Utilization of gypsum from construction and demolition waste in Portland cement mortar
title_fullStr Utilization of gypsum from construction and demolition waste in Portland cement mortar
title_full_unstemmed Utilization of gypsum from construction and demolition waste in Portland cement mortar
title_sort Utilization of gypsum from construction and demolition waste in Portland cement mortar
author Antunes, M. L.P. [UNESP]
author_facet Antunes, M. L.P. [UNESP]
Botignon de Sá, A. [UNESP]
Oliveira, P. S. [UNESP]
Rangel, E. C. [UNESP]
author_role author
author2 Botignon de Sá, A. [UNESP]
Oliveira, P. S. [UNESP]
Rangel, E. C. [UNESP]
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
Universidade de Sorocaba
dc.contributor.author.fl_str_mv Antunes, M. L.P. [UNESP]
Botignon de Sá, A. [UNESP]
Oliveira, P. S. [UNESP]
Rangel, E. C. [UNESP]
dc.subject.por.fl_str_mv Construction and demolition waste
Gypsum
Mortar
Portland cement
topic Construction and demolition waste
Gypsum
Mortar
Portland cement
description Civil 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.
publishDate 2019
dc.date.none.fl_str_mv 2019-10-06T17:10:23Z
2019-10-06T17:10:23Z
2019-01-01
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1590/0366-6913201965S12588
Ceramica, v. 65, p. 1-6.
1678-4553
0366-6913
http://hdl.handle.net/11449/190351
10.1590/0366-6913201965S12588
S0366-69132019000500001
2-s2.0-85066042824
S0366-69132019000500001.pdf
url http://dx.doi.org/10.1590/0366-6913201965S12588
http://hdl.handle.net/11449/190351
identifier_str_mv Ceramica, v. 65, p. 1-6.
1678-4553
0366-6913
10.1590/0366-6913201965S12588
S0366-69132019000500001
2-s2.0-85066042824
S0366-69132019000500001.pdf
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Ceramica
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 1-6
application/pdf
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
_version_ 1799965620387708928