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Kaolin-based geopolymers with various NaOH concentrations 被引量:4

Kaolin-based geopolymers with various NaOH concentrations
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摘要 Kaolin geopolymers were produced by the alkali-activation of kaolin with an activator solution (a mixture of NaOH and sodium silicate solutions). The NaOH solution was prepared at a concentration of 6-14 mol/L and was mixed with the sodium silicate solution at a Na2SiO3/NaOH mass ratio of 0.24 to prepare an activator solution. The kaolin-to-activator solution mass ratio used was 0.80. This paper aimed to analyze the effect of NaOH concentration on the compressive strength of kaolin geopolymers at 80℃ for 1, 2, and 3 d. Kaolin geopolymers were stable in water, and strength results showed that the kaolin binder had adequate compressive strength with 12 mol/L of NaOH concentration. When the NaOH concentration increased, the SiO2/Na20 decreased. The increased Na20 content enhanced the dissolution of kaolin as shown in X-ray diffraction (XRD) and Fourier transform infrared spectroscopy (FTIR) analyses. However, excess in this content was not beneficial for the strength development of kaolin geopolymers. In addition, there was the formation of more geopolymeric gel in 12 mol/L samples. The XRD pattern of the samples showed a higher amorphous content and a more geopolymer bonding existed as proved by FTIR analysis. Kaolin geopolymers were produced by the alkali-activation of kaolin with an activator solution (a mixture of NaOH and sodium silicate solutions). The NaOH solution was prepared at a concentration of 6-14 mol/L and was mixed with the sodium silicate solution at a Na2SiO3/NaOH mass ratio of 0.24 to prepare an activator solution. The kaolin-to-activator solution mass ratio used was 0.80. This paper aimed to analyze the effect of NaOH concentration on the compressive strength of kaolin geopolymers at 80℃ for 1, 2, and 3 d. Kaolin geopolymers were stable in water, and strength results showed that the kaolin binder had adequate compressive strength with 12 mol/L of NaOH concentration. When the NaOH concentration increased, the SiO2/Na20 decreased. The increased Na20 content enhanced the dissolution of kaolin as shown in X-ray diffraction (XRD) and Fourier transform infrared spectroscopy (FTIR) analyses. However, excess in this content was not beneficial for the strength development of kaolin geopolymers. In addition, there was the formation of more geopolymeric gel in 12 mol/L samples. The XRD pattern of the samples showed a higher amorphous content and a more geopolymer bonding existed as proved by FTIR analysis.
出处 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2013年第3期313-322,共10页 矿物冶金与材料学报(英文版)
基金 the King Abdulaziz City Science and Technology (KACST) for funding this study through collaboration between KACST-Universiti Malaysia Perlis (UniMAP)
关键词 GEOPOLYMERS KAOLIN compressive strength sodium hydroxide geopolymers kaolin compressive strength sodium hydroxide
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  • 1J. Davidovits, 30 years of successes and failures in geopoly- mer applications. Market trends and potential break- throughs, [in] Geopolymer 2002 Conference, Melbourne, 2002.
  • 2J. Davidovits, Mineral Polymers and Methods of Making Them, United States Patent, Appl. 182571, 1982.
  • 3P. Duxson, A. Fern~ndez-Jim~nez, J.L. Provis, G.C. Lukey, and J.S.J. van Deventer, Geopolymer technology: the cur- rent state of the art, J. Mater. Sci., 42(2007), p. 2917.
  • 4A. Palomo, M.W. Grutzeck, and M.T. Blanco, Alkali- activated fly ashes: a cement for the future, Cem. Concr. Res., 29(1999), p. 1323.
  • 5S. Songpiriyakij, T. Kubprasit, C. Jaturapitakkul, and P. Chindaprasirt, Compressive strength and degree of reac- tion of biomass- and fly ash-based geopolymer, Constr. Build. Mater., 24(2007), p. 236.
  • 6J. Davidovits, Geopolymer Chemistry and Application, 2nd ed., Institute Geopolymere, Saint-Quentin, 2008.
  • 7H. Xu and J.S.J. van Deventer, Microstructural character- isation of geopolymers synthesised from kaolinite/stilbite mixtures using XRD, MAS-NMR, SEM/EDX, TEM/EDX, and HREM, Cem. Concr. Res., 32(2002), p. 1705.
  • 8K. Komnitsas and D. Zaharaki, Geopolymerisation: a re-view and prospects for the minerals industry, Miner. Eng., 20(2007), p. 1261.
  • 9H. Xu and J.S.J. van Deventer, Geopolymerisation of alumino-silicate minerals, Int. J. Miner. Process., 59(2000), p. 247.
  • 10C.Y. Heah, H. Kamarudin, A.M. Mustafa A1 Bakri, M. Luqman, I. Khairul Nizar, and Y.M. Liew, Potential ap- plication of kaolin without calcine as greener concrete: a review, Aust. J. Basic Appl. Sci., 5(2011), p. 1026.

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