Role of ɣ-Al2O3 on the mechanical and microstructural properties of metakaolin-based geopolymer cements

Research output: Contribution to journalArticleResearchpeer review

Authors

  • Hervé K. Tchakouté
  • Elie Kamseu
  • Charles Banenzoué
  • Claus H. Rüscher
  • Fernanda Andreola
  • Claudia C.L. Tchamo
  • Cristina Leonelli

Research Organisations

External Research Organisations

  • University of Yaounde I
  • University of Modena and Reggio Emilia
  • University of Douala
  • Local Material Promotion Authority (MIPROMALO)
  • Lille 1 University of Science and Technology
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Details

Original languageEnglish
Pages (from-to)305-315
Number of pages11
JournalJournal of Sol-Gel Science and Technology
Volume86
Issue number2
Publication statusPublished - 14 Mar 2018

Abstract

The main target of this work is to investigate the influence of ɣ-Al2O3 on the properties of metakaolin-based geopolymer cements. The kaolin used as starting material for producing geopolymer cements contains approximately 28 and 64% of gibbsite and kaolinite, respectively. This kaolin was transformed to metakaolins by calcination at 500, 550, 600, 650, and 700 °C for 1 h. Gibbsite contained in kaolin was transformed to γ-Al2O3 during the calcination process. The hardener was obtained by mixing commercial sodium silicate and sodium hydroxide solution (10 M) with a mass ratio sodium silicate/sodium hydroxide equal to 1.6:1. Geopolymer cements, GMK-500, GMK-550, GMK-600, GMK-650, and GMK-700, were obtained using the prepared hardener with a mass ratio hardener/metakaolin equal to 0.87:1. It could be seen that the specific surface area of metakaolins decreases with increasing the calcination temperature of kaolin owing to the formation of the particles of γ-Al2O3. The compressive strengths 18.21/29.14/36.61/36.51 increase in the course GMK-550/GMK-600/GMK-650/GMK-700. The X-ray patterns and micrograph images of geopolymer cements, GMK-600, GMK-650, and GMK-700, indicate the presence of γ-Al2O3 in their structure. It was typically found that γ-Al2O3 remains largely unaffected during the geopolymerisation, and therefore could act as an inert filler and reinforce the structure of geopolymer cements. [Figure not available: see fulltext.].

Keywords

    Geopolymer cements, Gibbsite, Hardener, Kaolin, Metakaolins, γ-AlO

ASJC Scopus subject areas

Cite this

Role of ɣ-Al2O3 on the mechanical and microstructural properties of metakaolin-based geopolymer cements. / Tchakouté, Hervé K.; Kamseu, Elie; Banenzoué, Charles et al.
In: Journal of Sol-Gel Science and Technology, Vol. 86, No. 2, 14.03.2018, p. 305-315.

Research output: Contribution to journalArticleResearchpeer review

Tchakouté, HK, Kamseu, E, Banenzoué, C, Rüscher, CH, Andreola, F, Tchamo, CCL & Leonelli, C 2018, 'Role of ɣ-Al2O3 on the mechanical and microstructural properties of metakaolin-based geopolymer cements', Journal of Sol-Gel Science and Technology, vol. 86, no. 2, pp. 305-315. https://doi.org/10.1007/s10971-018-4616-z
Tchakouté, H. K., Kamseu, E., Banenzoué, C., Rüscher, C. H., Andreola, F., Tchamo, C. C. L., & Leonelli, C. (2018). Role of ɣ-Al2O3 on the mechanical and microstructural properties of metakaolin-based geopolymer cements. Journal of Sol-Gel Science and Technology, 86(2), 305-315. https://doi.org/10.1007/s10971-018-4616-z
Tchakouté HK, Kamseu E, Banenzoué C, Rüscher CH, Andreola F, Tchamo CCL et al. Role of ɣ-Al2O3 on the mechanical and microstructural properties of metakaolin-based geopolymer cements. Journal of Sol-Gel Science and Technology. 2018 Mar 14;86(2):305-315. doi: 10.1007/s10971-018-4616-z
Tchakouté, Hervé K. ; Kamseu, Elie ; Banenzoué, Charles et al. / Role of ɣ-Al2O3 on the mechanical and microstructural properties of metakaolin-based geopolymer cements. In: Journal of Sol-Gel Science and Technology. 2018 ; Vol. 86, No. 2. pp. 305-315.
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abstract = "The main target of this work is to investigate the influence of ɣ-Al2O3 on the properties of metakaolin-based geopolymer cements. The kaolin used as starting material for producing geopolymer cements contains approximately 28 and 64% of gibbsite and kaolinite, respectively. This kaolin was transformed to metakaolins by calcination at 500, 550, 600, 650, and 700 °C for 1 h. Gibbsite contained in kaolin was transformed to γ-Al2O3 during the calcination process. The hardener was obtained by mixing commercial sodium silicate and sodium hydroxide solution (10 M) with a mass ratio sodium silicate/sodium hydroxide equal to 1.6:1. Geopolymer cements, GMK-500, GMK-550, GMK-600, GMK-650, and GMK-700, were obtained using the prepared hardener with a mass ratio hardener/metakaolin equal to 0.87:1. It could be seen that the specific surface area of metakaolins decreases with increasing the calcination temperature of kaolin owing to the formation of the particles of γ-Al2O3. The compressive strengths 18.21/29.14/36.61/36.51 increase in the course GMK-550/GMK-600/GMK-650/GMK-700. The X-ray patterns and micrograph images of geopolymer cements, GMK-600, GMK-650, and GMK-700, indicate the presence of γ-Al2O3 in their structure. It was typically found that γ-Al2O3 remains largely unaffected during the geopolymerisation, and therefore could act as an inert filler and reinforce the structure of geopolymer cements. [Figure not available: see fulltext.].",
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AU - Tchakouté, Hervé K.

AU - Kamseu, Elie

AU - Banenzoué, Charles

AU - Rüscher, Claus H.

AU - Andreola, Fernanda

AU - Tchamo, Claudia C.L.

AU - Leonelli, Cristina

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N2 - The main target of this work is to investigate the influence of ɣ-Al2O3 on the properties of metakaolin-based geopolymer cements. The kaolin used as starting material for producing geopolymer cements contains approximately 28 and 64% of gibbsite and kaolinite, respectively. This kaolin was transformed to metakaolins by calcination at 500, 550, 600, 650, and 700 °C for 1 h. Gibbsite contained in kaolin was transformed to γ-Al2O3 during the calcination process. The hardener was obtained by mixing commercial sodium silicate and sodium hydroxide solution (10 M) with a mass ratio sodium silicate/sodium hydroxide equal to 1.6:1. Geopolymer cements, GMK-500, GMK-550, GMK-600, GMK-650, and GMK-700, were obtained using the prepared hardener with a mass ratio hardener/metakaolin equal to 0.87:1. It could be seen that the specific surface area of metakaolins decreases with increasing the calcination temperature of kaolin owing to the formation of the particles of γ-Al2O3. The compressive strengths 18.21/29.14/36.61/36.51 increase in the course GMK-550/GMK-600/GMK-650/GMK-700. The X-ray patterns and micrograph images of geopolymer cements, GMK-600, GMK-650, and GMK-700, indicate the presence of γ-Al2O3 in their structure. It was typically found that γ-Al2O3 remains largely unaffected during the geopolymerisation, and therefore could act as an inert filler and reinforce the structure of geopolymer cements. [Figure not available: see fulltext.].

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