Effect of sewage sludge ash on mechanical and microstructural properties of geopolymers based on metakaolin

Detalhes bibliográficos
Autor(a) principal: Istuque, D. B. [UNESP]
Data de Publicação: 2019
Outros Autores: Soriano, L., Akasaki, J. L. [UNESP], Melges, J. L.P. [UNESP], Borrachero, M. V., Monzó, J., Payá, J., Tashima, M. M. [UNESP]
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1016/j.conbuildmat.2019.01.093
http://hdl.handle.net/11449/187281
Resumo: This paper explored the effect of sewage sludge ash (SSA) on the mechanical and microstructural properties of geopolymers based on metakaolin (MK) involving two different SiO 2 /Na 2 O molar ratios (0.8 and 1.6), two temperature curing conditions (25 °C and 65 °C) and various ages of curing (1, 3, 7, 14, 28, 90 or 180 days). The geopolymers were characterized using different techniques as X-ray diffraction (XRD), thermogravimetric analysis (TGA), Fourier transform infrared spectroscopy (FTIR), Scanning Electron Microscopy (SEM) and compressive strength of mortars. The compressive strength tests showed that the replacement of MK by SSA in 10 wt% when cured at 25 °C with the highest SiO 2 /Na 2 O molar ratio reaches similar compressive strengths after 14 days of curing compared to the samples with only MK, which reached a maximum compressive strength of 50.8 MPa at 180 days. The FTIR analyses carried out in the geopolymer pastes with SSA (10 wt% of SSA and 90 wt% of MK) showed a formation of N-A-S-H gels in the samples cured at 25 °C. The microstructural studies by XRD, TGA and SEM pointed out the formation of a crystalline phase as Na P-type zeolite in MK/SSA based-geopolymer pastes cured at 65 °C, which explained the loss of compressive strength of the samples cured at high temperature. However, the SSA retarded the crystallization process in the MK based-geopolymer.
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spelling Effect of sewage sludge ash on mechanical and microstructural properties of geopolymers based on metakaolinAlkali-activated cementGeopolymerSewage sludge ashWaste managementThis paper explored the effect of sewage sludge ash (SSA) on the mechanical and microstructural properties of geopolymers based on metakaolin (MK) involving two different SiO 2 /Na 2 O molar ratios (0.8 and 1.6), two temperature curing conditions (25 °C and 65 °C) and various ages of curing (1, 3, 7, 14, 28, 90 or 180 days). The geopolymers were characterized using different techniques as X-ray diffraction (XRD), thermogravimetric analysis (TGA), Fourier transform infrared spectroscopy (FTIR), Scanning Electron Microscopy (SEM) and compressive strength of mortars. The compressive strength tests showed that the replacement of MK by SSA in 10 wt% when cured at 25 °C with the highest SiO 2 /Na 2 O molar ratio reaches similar compressive strengths after 14 days of curing compared to the samples with only MK, which reached a maximum compressive strength of 50.8 MPa at 180 days. The FTIR analyses carried out in the geopolymer pastes with SSA (10 wt% of SSA and 90 wt% of MK) showed a formation of N-A-S-H gels in the samples cured at 25 °C. The microstructural studies by XRD, TGA and SEM pointed out the formation of a crystalline phase as Na P-type zeolite in MK/SSA based-geopolymer pastes cured at 65 °C, which explained the loss of compressive strength of the samples cured at high temperature. However, the SSA retarded the crystallization process in the MK based-geopolymer.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)Universidade Estadual Paulista (UNESP) Faculdade de Engenharia de Ilha Solteira MAC – Grupo de Pesquisa em Materiais Alternativos de ConstruçãoICITECH – Instituto de Ciencia y Tecnología del Hormigón Universitat Politècnica de València (UPV)Universidade Estadual Paulista (UNESP) Faculdade de Engenharia de Ilha Solteira MAC – Grupo de Pesquisa em Materiais Alternativos de ConstruçãoCNPq: 309015/2015-4Universidade Estadual Paulista (Unesp)Universitat Politècnica de València (UPV)Istuque, D. B. [UNESP]Soriano, L.Akasaki, J. L. [UNESP]Melges, J. L.P. [UNESP]Borrachero, M. V.Monzó, J.Payá, J.Tashima, M. M. [UNESP]2019-10-06T15:31:19Z2019-10-06T15:31:19Z2019-04-10info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article95-103http://dx.doi.org/10.1016/j.conbuildmat.2019.01.093Construction and Building Materials, v. 203, p. 95-103.0950-0618http://hdl.handle.net/11449/18728110.1016/j.conbuildmat.2019.01.0932-s2.0-85060295828Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengConstruction and Building Materialsinfo:eu-repo/semantics/openAccess2021-10-23T04:15:49Zoai:repositorio.unesp.br:11449/187281Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T13:40:07.982657Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Effect of sewage sludge ash on mechanical and microstructural properties of geopolymers based on metakaolin
title Effect of sewage sludge ash on mechanical and microstructural properties of geopolymers based on metakaolin
spellingShingle Effect of sewage sludge ash on mechanical and microstructural properties of geopolymers based on metakaolin
Istuque, D. B. [UNESP]
Alkali-activated cement
Geopolymer
Sewage sludge ash
Waste management
title_short Effect of sewage sludge ash on mechanical and microstructural properties of geopolymers based on metakaolin
title_full Effect of sewage sludge ash on mechanical and microstructural properties of geopolymers based on metakaolin
title_fullStr Effect of sewage sludge ash on mechanical and microstructural properties of geopolymers based on metakaolin
title_full_unstemmed Effect of sewage sludge ash on mechanical and microstructural properties of geopolymers based on metakaolin
title_sort Effect of sewage sludge ash on mechanical and microstructural properties of geopolymers based on metakaolin
author Istuque, D. B. [UNESP]
author_facet Istuque, D. B. [UNESP]
Soriano, L.
Akasaki, J. L. [UNESP]
Melges, J. L.P. [UNESP]
Borrachero, M. V.
Monzó, J.
Payá, J.
Tashima, M. M. [UNESP]
author_role author
author2 Soriano, L.
Akasaki, J. L. [UNESP]
Melges, J. L.P. [UNESP]
Borrachero, M. V.
Monzó, J.
Payá, J.
Tashima, M. M. [UNESP]
author2_role author
author
author
author
author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
Universitat Politècnica de València (UPV)
dc.contributor.author.fl_str_mv Istuque, D. B. [UNESP]
Soriano, L.
Akasaki, J. L. [UNESP]
Melges, J. L.P. [UNESP]
Borrachero, M. V.
Monzó, J.
Payá, J.
Tashima, M. M. [UNESP]
dc.subject.por.fl_str_mv Alkali-activated cement
Geopolymer
Sewage sludge ash
Waste management
topic Alkali-activated cement
Geopolymer
Sewage sludge ash
Waste management
description This paper explored the effect of sewage sludge ash (SSA) on the mechanical and microstructural properties of geopolymers based on metakaolin (MK) involving two different SiO 2 /Na 2 O molar ratios (0.8 and 1.6), two temperature curing conditions (25 °C and 65 °C) and various ages of curing (1, 3, 7, 14, 28, 90 or 180 days). The geopolymers were characterized using different techniques as X-ray diffraction (XRD), thermogravimetric analysis (TGA), Fourier transform infrared spectroscopy (FTIR), Scanning Electron Microscopy (SEM) and compressive strength of mortars. The compressive strength tests showed that the replacement of MK by SSA in 10 wt% when cured at 25 °C with the highest SiO 2 /Na 2 O molar ratio reaches similar compressive strengths after 14 days of curing compared to the samples with only MK, which reached a maximum compressive strength of 50.8 MPa at 180 days. The FTIR analyses carried out in the geopolymer pastes with SSA (10 wt% of SSA and 90 wt% of MK) showed a formation of N-A-S-H gels in the samples cured at 25 °C. The microstructural studies by XRD, TGA and SEM pointed out the formation of a crystalline phase as Na P-type zeolite in MK/SSA based-geopolymer pastes cured at 65 °C, which explained the loss of compressive strength of the samples cured at high temperature. However, the SSA retarded the crystallization process in the MK based-geopolymer.
publishDate 2019
dc.date.none.fl_str_mv 2019-10-06T15:31:19Z
2019-10-06T15:31:19Z
2019-04-10
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/10.1016/j.conbuildmat.2019.01.093
Construction and Building Materials, v. 203, p. 95-103.
0950-0618
http://hdl.handle.net/11449/187281
10.1016/j.conbuildmat.2019.01.093
2-s2.0-85060295828
url http://dx.doi.org/10.1016/j.conbuildmat.2019.01.093
http://hdl.handle.net/11449/187281
identifier_str_mv Construction and Building Materials, v. 203, p. 95-103.
0950-0618
10.1016/j.conbuildmat.2019.01.093
2-s2.0-85060295828
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Construction and Building Materials
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 95-103
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
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