Efflorescence of alkali-activated cements (geopolymers) and the impacts on material structures : a critical analysis

Detalhes bibliográficos
Autor(a) principal: Longhi, Márlon Augusto
Data de Publicação: 2019
Outros Autores: Zhang, Zuhua, Rodriguez Martinez, Erich David, Kirchheim, Ana Paula, Wang, Hao
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UFRGS
Texto Completo: http://hdl.handle.net/10183/210488
Resumo: Even with the rapid development of the alkali-activated cement (AAC) technology in the past few years, some phenomena still needs to be better understood, that may alter the durability of the material. In many industrial uses and laboratory researches the formation of the salts on the surface alkali-activated type cements was observed, which was identified as efflorescence. This occurs due to the presence of an alkali transported in contact with the humidity and CO2 environment. It may present externally from the formation of salts on the surface and internally with the carbonation of the alkalis in capillary pores. The effects of efflorescence on the material in use, as well as all factors that can influence its formation are not yet fully understood or reported. The search for papers was conducted using the search words efflorescence and geopolymer/alkali-activated, combined in the electronic data base. Due to the limited quantity of papers published related to efflorescence in geopolymers, the review was complemented using papers that discuss this behavior in Portland cement (PC) and based on the main properties that can influence the formation of efflorescence. In this paper, to understand the nature of efflorescence, upon which proper methods of minimizing of this issue can be based, the following aspects are discussed and re-examined: (1) the development of efflorescence’s in PC concrete, (2) the role of alkalis in AACs, (3) efflorescence in AACs, and (4) effect from a physical and microstructural point of view of efflorescence’s on the ACCs. This paper highlights that the nature of the pore structure and the design parameters (such as alkali concentration, presence of soluble silicates, and water content in the activator) are the two most important factors that control efflorescence rate and changes inmechanical behavior. However, the stability of the alkalis and their relationship with the formed gel, which are determining factors in the formation of efflorescence, remain not completely understood. In the same way, the effect of efflorescence in tensile strength and shrinkage needs to be evaluated.
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spelling Longhi, Márlon AugustoZhang, ZuhuaRodriguez Martinez, Erich DavidKirchheim, Ana PaulaWang, Hao2020-06-20T03:41:23Z20192296-8016http://hdl.handle.net/10183/210488001111013Even with the rapid development of the alkali-activated cement (AAC) technology in the past few years, some phenomena still needs to be better understood, that may alter the durability of the material. In many industrial uses and laboratory researches the formation of the salts on the surface alkali-activated type cements was observed, which was identified as efflorescence. This occurs due to the presence of an alkali transported in contact with the humidity and CO2 environment. It may present externally from the formation of salts on the surface and internally with the carbonation of the alkalis in capillary pores. The effects of efflorescence on the material in use, as well as all factors that can influence its formation are not yet fully understood or reported. The search for papers was conducted using the search words efflorescence and geopolymer/alkali-activated, combined in the electronic data base. Due to the limited quantity of papers published related to efflorescence in geopolymers, the review was complemented using papers that discuss this behavior in Portland cement (PC) and based on the main properties that can influence the formation of efflorescence. In this paper, to understand the nature of efflorescence, upon which proper methods of minimizing of this issue can be based, the following aspects are discussed and re-examined: (1) the development of efflorescence’s in PC concrete, (2) the role of alkalis in AACs, (3) efflorescence in AACs, and (4) effect from a physical and microstructural point of view of efflorescence’s on the ACCs. This paper highlights that the nature of the pore structure and the design parameters (such as alkali concentration, presence of soluble silicates, and water content in the activator) are the two most important factors that control efflorescence rate and changes inmechanical behavior. However, the stability of the alkalis and their relationship with the formed gel, which are determining factors in the formation of efflorescence, remain not completely understood. In the same way, the effect of efflorescence in tensile strength and shrinkage needs to be evaluated.application/pdfengFrontiers in Materials [recurso eletrônico]. Lousanne. Vol. 6, (Apr. 2019) Art. 89, 13 p.GeopolímerosCinza volanteMetacaulimEflorescênciaCarbonataçãoAlkali-activated cement (AAC)GeopolymerFly ashMetakaolinEfflorescenceCarbonationDurabilityEfflorescence of alkali-activated cements (geopolymers) and the impacts on material structures : a critical analysisEstrangeiroinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFRGSinstname:Universidade Federal do Rio Grande do Sul (UFRGS)instacron:UFRGSTEXT001111013.pdf.txt001111013.pdf.txtExtracted Texttext/plain65094http://www.lume.ufrgs.br/bitstream/10183/210488/2/001111013.pdf.txte0154c2196dea4edc878cc18fce4c30fMD52ORIGINAL001111013.pdfTexto completo (inglês)application/pdf2646586http://www.lume.ufrgs.br/bitstream/10183/210488/1/001111013.pdf7979280ad234405a85c0b8f1f3facc2fMD5110183/2104882020-06-21 03:36:26.285701oai:www.lume.ufrgs.br:10183/210488Repositório de PublicaçõesPUBhttps://lume.ufrgs.br/oai/requestopendoar:2020-06-21T06:36:26Repositório Institucional da UFRGS - Universidade Federal do Rio Grande do Sul (UFRGS)false
dc.title.pt_BR.fl_str_mv Efflorescence of alkali-activated cements (geopolymers) and the impacts on material structures : a critical analysis
title Efflorescence of alkali-activated cements (geopolymers) and the impacts on material structures : a critical analysis
spellingShingle Efflorescence of alkali-activated cements (geopolymers) and the impacts on material structures : a critical analysis
Longhi, Márlon Augusto
Geopolímeros
Cinza volante
Metacaulim
Eflorescência
Carbonatação
Alkali-activated cement (AAC)
Geopolymer
Fly ash
Metakaolin
Efflorescence
Carbonation
Durability
title_short Efflorescence of alkali-activated cements (geopolymers) and the impacts on material structures : a critical analysis
title_full Efflorescence of alkali-activated cements (geopolymers) and the impacts on material structures : a critical analysis
title_fullStr Efflorescence of alkali-activated cements (geopolymers) and the impacts on material structures : a critical analysis
title_full_unstemmed Efflorescence of alkali-activated cements (geopolymers) and the impacts on material structures : a critical analysis
title_sort Efflorescence of alkali-activated cements (geopolymers) and the impacts on material structures : a critical analysis
author Longhi, Márlon Augusto
author_facet Longhi, Márlon Augusto
Zhang, Zuhua
Rodriguez Martinez, Erich David
Kirchheim, Ana Paula
Wang, Hao
author_role author
author2 Zhang, Zuhua
Rodriguez Martinez, Erich David
Kirchheim, Ana Paula
Wang, Hao
author2_role author
author
author
author
dc.contributor.author.fl_str_mv Longhi, Márlon Augusto
Zhang, Zuhua
Rodriguez Martinez, Erich David
Kirchheim, Ana Paula
Wang, Hao
dc.subject.por.fl_str_mv Geopolímeros
Cinza volante
Metacaulim
Eflorescência
Carbonatação
topic Geopolímeros
Cinza volante
Metacaulim
Eflorescência
Carbonatação
Alkali-activated cement (AAC)
Geopolymer
Fly ash
Metakaolin
Efflorescence
Carbonation
Durability
dc.subject.eng.fl_str_mv Alkali-activated cement (AAC)
Geopolymer
Fly ash
Metakaolin
Efflorescence
Carbonation
Durability
description Even with the rapid development of the alkali-activated cement (AAC) technology in the past few years, some phenomena still needs to be better understood, that may alter the durability of the material. In many industrial uses and laboratory researches the formation of the salts on the surface alkali-activated type cements was observed, which was identified as efflorescence. This occurs due to the presence of an alkali transported in contact with the humidity and CO2 environment. It may present externally from the formation of salts on the surface and internally with the carbonation of the alkalis in capillary pores. The effects of efflorescence on the material in use, as well as all factors that can influence its formation are not yet fully understood or reported. The search for papers was conducted using the search words efflorescence and geopolymer/alkali-activated, combined in the electronic data base. Due to the limited quantity of papers published related to efflorescence in geopolymers, the review was complemented using papers that discuss this behavior in Portland cement (PC) and based on the main properties that can influence the formation of efflorescence. In this paper, to understand the nature of efflorescence, upon which proper methods of minimizing of this issue can be based, the following aspects are discussed and re-examined: (1) the development of efflorescence’s in PC concrete, (2) the role of alkalis in AACs, (3) efflorescence in AACs, and (4) effect from a physical and microstructural point of view of efflorescence’s on the ACCs. This paper highlights that the nature of the pore structure and the design parameters (such as alkali concentration, presence of soluble silicates, and water content in the activator) are the two most important factors that control efflorescence rate and changes inmechanical behavior. However, the stability of the alkalis and their relationship with the formed gel, which are determining factors in the formation of efflorescence, remain not completely understood. In the same way, the effect of efflorescence in tensile strength and shrinkage needs to be evaluated.
publishDate 2019
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dc.relation.ispartof.pt_BR.fl_str_mv Frontiers in Materials [recurso eletrônico]. Lousanne. Vol. 6, (Apr. 2019) Art. 89, 13 p.
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