Compressive strength of tungsten mine waste- and metakaolinbased geopolymers

Detalhes bibliográficos
Autor(a) principal: Nazari, Ali
Data de Publicação: 2014
Outros Autores: Pacheco-Torgal, F., Cevik, A., Sanjayan, J. G.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/28967
Resumo: Neuro-fuzzy approach has been successfully applied to a wide range of civil engineering problems so far. However, this is limited for geopolymeric specimens. In the present study, compressive strength of different types of geopolymers has been modeled by adaptive neuro-fuzzy interfacial systems (ANFIS). The model was constructed by 395 experimental data collected from the literature and divided into 80% and 20% for training and testing phases, respectively. Curing time, Ca(OH)2 content, NaOH concentration, mold type, aluminosilicate source and H2O/Na2O molar ratio were independent input parameters in the proposed model. Absolute fraction of variance, absolute percentage error and root mean square error of 0.94, 11.52 and 14.48, respectively in training phase and 0.92, 15.89 and 23.69, respectively in testing phase of the model were achieved showing the relatively high accuracy of the proposed ANFIS model. By the obtained results, a comparative study was performed to show the interaction of some selected factors on the compressive strength of the considered geopolymers. The discussions findings were in accordance to the experimental studies and those results presented in the literature.
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spelling Compressive strength of tungsten mine waste- and metakaolinbased geopolymersGeopolymerNeuro-fuzzy modellingANFISCompressive strengthAluminosilicate sourceNaOH concentrationModelingScience & TechnologyNeuro-fuzzy approach has been successfully applied to a wide range of civil engineering problems so far. However, this is limited for geopolymeric specimens. In the present study, compressive strength of different types of geopolymers has been modeled by adaptive neuro-fuzzy interfacial systems (ANFIS). The model was constructed by 395 experimental data collected from the literature and divided into 80% and 20% for training and testing phases, respectively. Curing time, Ca(OH)2 content, NaOH concentration, mold type, aluminosilicate source and H2O/Na2O molar ratio were independent input parameters in the proposed model. Absolute fraction of variance, absolute percentage error and root mean square error of 0.94, 11.52 and 14.48, respectively in training phase and 0.92, 15.89 and 23.69, respectively in testing phase of the model were achieved showing the relatively high accuracy of the proposed ANFIS model. By the obtained results, a comparative study was performed to show the interaction of some selected factors on the compressive strength of the considered geopolymers. The discussions findings were in accordance to the experimental studies and those results presented in the literature.ElsevierUniversidade do MinhoNazari, AliPacheco-Torgal, F.Cevik, A.Sanjayan, J. G.20142014-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/28967eng0272-884210.1016/j.ceramint.2013.11.055www.elsevier.com/locate/ceramintinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T12:37:50Zoai:repositorium.sdum.uminho.pt:1822/28967Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:34:10.142132Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Compressive strength of tungsten mine waste- and metakaolinbased geopolymers
title Compressive strength of tungsten mine waste- and metakaolinbased geopolymers
spellingShingle Compressive strength of tungsten mine waste- and metakaolinbased geopolymers
Nazari, Ali
Geopolymer
Neuro-fuzzy modelling
ANFIS
Compressive strength
Aluminosilicate source
NaOH concentration
Modeling
Science & Technology
title_short Compressive strength of tungsten mine waste- and metakaolinbased geopolymers
title_full Compressive strength of tungsten mine waste- and metakaolinbased geopolymers
title_fullStr Compressive strength of tungsten mine waste- and metakaolinbased geopolymers
title_full_unstemmed Compressive strength of tungsten mine waste- and metakaolinbased geopolymers
title_sort Compressive strength of tungsten mine waste- and metakaolinbased geopolymers
author Nazari, Ali
author_facet Nazari, Ali
Pacheco-Torgal, F.
Cevik, A.
Sanjayan, J. G.
author_role author
author2 Pacheco-Torgal, F.
Cevik, A.
Sanjayan, J. G.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Nazari, Ali
Pacheco-Torgal, F.
Cevik, A.
Sanjayan, J. G.
dc.subject.por.fl_str_mv Geopolymer
Neuro-fuzzy modelling
ANFIS
Compressive strength
Aluminosilicate source
NaOH concentration
Modeling
Science & Technology
topic Geopolymer
Neuro-fuzzy modelling
ANFIS
Compressive strength
Aluminosilicate source
NaOH concentration
Modeling
Science & Technology
description Neuro-fuzzy approach has been successfully applied to a wide range of civil engineering problems so far. However, this is limited for geopolymeric specimens. In the present study, compressive strength of different types of geopolymers has been modeled by adaptive neuro-fuzzy interfacial systems (ANFIS). The model was constructed by 395 experimental data collected from the literature and divided into 80% and 20% for training and testing phases, respectively. Curing time, Ca(OH)2 content, NaOH concentration, mold type, aluminosilicate source and H2O/Na2O molar ratio were independent input parameters in the proposed model. Absolute fraction of variance, absolute percentage error and root mean square error of 0.94, 11.52 and 14.48, respectively in training phase and 0.92, 15.89 and 23.69, respectively in testing phase of the model were achieved showing the relatively high accuracy of the proposed ANFIS model. By the obtained results, a comparative study was performed to show the interaction of some selected factors on the compressive strength of the considered geopolymers. The discussions findings were in accordance to the experimental studies and those results presented in the literature.
publishDate 2014
dc.date.none.fl_str_mv 2014
2014-01-01T00:00:00Z
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://hdl.handle.net/1822/28967
url http://hdl.handle.net/1822/28967
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 0272-8842
10.1016/j.ceramint.2013.11.055
www.elsevier.com/locate/ceramint
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
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reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
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