Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications

Detalhes bibliográficos
Autor(a) principal: Silva, Manuela Corrêa Alves
Data de Publicação: 2019
Outros Autores: Araújo, Nuno Miguel Faria, Cristelo, N., Miranda, Tiago F. S., Gomes, António Topa, Coelho, João
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/1822/60909
Resumo: The improvement of geotechnical properties is often achieved by the addition of traditional binders, such as cement or lime. However, the use of such binders implies a considerable financial and environmental cost that needs to be mitigated. An unconventional solution, similar to cement in terms of performance but more environmentally friendly, consists in the use of binders made from alkaline activated industrial residues. The technique consists on the activation of raw materials (such as fly ash or blast furnace slag) rich in Si, Al, or even Ca, with high pH alkaline solutions. The present work was developed aiming the possible stabilisation, using different fly ash contents, of a clayey soil with sand. The activator solution was composed of sodium hydroxide and sodium silicate. The extended experimental campaign included unconfined compressive strength (UCS), California Bearing Ratio (CBR), pulse velocity tests and triaxial tests to assess the geomechanical improvement induced by the new binder. As a mean of comparison, the experimental campaign included also the stabilisation of the same soil with either cement or lime. The obtained data indicates that the use of alkaline activation as a soil stabilisation technique provides competitive geomechanical results, when compared with those obtained with traditional binders.
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spelling Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applicationsSoil stabilizationAlkaline activationFly ashCement binderLime binderGeomechanical characterizationsoil stabilisationgeomechanical characterisationEngenharia e Tecnologia::Engenharia CivilScience & TechnologyThe improvement of geotechnical properties is often achieved by the addition of traditional binders, such as cement or lime. However, the use of such binders implies a considerable financial and environmental cost that needs to be mitigated. An unconventional solution, similar to cement in terms of performance but more environmentally friendly, consists in the use of binders made from alkaline activated industrial residues. The technique consists on the activation of raw materials (such as fly ash or blast furnace slag) rich in Si, Al, or even Ca, with high pH alkaline solutions. The present work was developed aiming the possible stabilisation, using different fly ash contents, of a clayey soil with sand. The activator solution was composed of sodium hydroxide and sodium silicate. The extended experimental campaign included unconfined compressive strength (UCS), California Bearing Ratio (CBR), pulse velocity tests and triaxial tests to assess the geomechanical improvement induced by the new binder. As a mean of comparison, the experimental campaign included also the stabilisation of the same soil with either cement or lime. The obtained data indicates that the use of alkaline activation as a soil stabilisation technique provides competitive geomechanical results, when compared with those obtained with traditional binders.(undefined)Taylor & FrancisUniversidade do MinhoSilva, Manuela Corrêa AlvesAraújo, Nuno Miguel FariaCristelo, N.Miranda, Tiago F. S.Gomes, António TopaCoelho, João20192019-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/60909engCorrêa-Silva, M., Araújo, N., Cristelo, N., Miranda, T., Gomes, A. T., & Coelho, J. (2018). Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications. Road Materials and Pavement Design, 1-15.97811381966981468-062910.1080/14680629.2018.1473286https://www.tandfonline.com/doi/full/10.1080/14680629.2018.1473286info: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:RCAAP2023-07-21T12:53:03Zoai:repositorium.sdum.uminho.pt:1822/60909Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:52:18.875809Repositório 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 Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications
title Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications
spellingShingle Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications
Silva, Manuela Corrêa Alves
Soil stabilization
Alkaline activation
Fly ash
Cement binder
Lime binder
Geomechanical characterization
soil stabilisation
geomechanical characterisation
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
title_short Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications
title_full Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications
title_fullStr Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications
title_full_unstemmed Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications
title_sort Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications
author Silva, Manuela Corrêa Alves
author_facet Silva, Manuela Corrêa Alves
Araújo, Nuno Miguel Faria
Cristelo, N.
Miranda, Tiago F. S.
Gomes, António Topa
Coelho, João
author_role author
author2 Araújo, Nuno Miguel Faria
Cristelo, N.
Miranda, Tiago F. S.
Gomes, António Topa
Coelho, João
author2_role author
author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Silva, Manuela Corrêa Alves
Araújo, Nuno Miguel Faria
Cristelo, N.
Miranda, Tiago F. S.
Gomes, António Topa
Coelho, João
dc.subject.por.fl_str_mv Soil stabilization
Alkaline activation
Fly ash
Cement binder
Lime binder
Geomechanical characterization
soil stabilisation
geomechanical characterisation
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
topic Soil stabilization
Alkaline activation
Fly ash
Cement binder
Lime binder
Geomechanical characterization
soil stabilisation
geomechanical characterisation
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
description The improvement of geotechnical properties is often achieved by the addition of traditional binders, such as cement or lime. However, the use of such binders implies a considerable financial and environmental cost that needs to be mitigated. An unconventional solution, similar to cement in terms of performance but more environmentally friendly, consists in the use of binders made from alkaline activated industrial residues. The technique consists on the activation of raw materials (such as fly ash or blast furnace slag) rich in Si, Al, or even Ca, with high pH alkaline solutions. The present work was developed aiming the possible stabilisation, using different fly ash contents, of a clayey soil with sand. The activator solution was composed of sodium hydroxide and sodium silicate. The extended experimental campaign included unconfined compressive strength (UCS), California Bearing Ratio (CBR), pulse velocity tests and triaxial tests to assess the geomechanical improvement induced by the new binder. As a mean of comparison, the experimental campaign included also the stabilisation of the same soil with either cement or lime. The obtained data indicates that the use of alkaline activation as a soil stabilisation technique provides competitive geomechanical results, when compared with those obtained with traditional binders.
publishDate 2019
dc.date.none.fl_str_mv 2019
2019-01-01T00:00:00Z
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/1822/60909
url http://hdl.handle.net/1822/60909
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Corrêa-Silva, M., Araújo, N., Cristelo, N., Miranda, T., Gomes, A. T., & Coelho, J. (2018). Improvement of a clayey soil with alkali activated low-calcium fly ash for transport infrastructures applications. Road Materials and Pavement Design, 1-15.
9781138196698
1468-0629
10.1080/14680629.2018.1473286
https://www.tandfonline.com/doi/full/10.1080/14680629.2018.1473286
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 Taylor & Francis
publisher.none.fl_str_mv Taylor & Francis
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
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv
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