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Influence of modification of SiO2 on the formation of calcium silicate hydrate

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Interactions of Ca(OH)2 with various modifications of SiO2: amorphous (Hi-Sil, TSD) or crystalline (quartz) silica were established. The molar ratio of primary mixtures CaO/SiO2 was 0.5. The samples were cured in a vapour chamber (20 oC, 100% humidity) for 7 and 28 days. The products were characterized by X-ray diffraction, thermogravimetry, differential scanning calorimetry, Fourier-transform infrared and scanning electron microscopy analysis. SiO2 modification used had a decisive influence on the processes of formation of calcium silicate hydrates. In the mixture with amorphous SiO2, Ca(OH)2 reacted completely during 7 days of synthesis, while large quantity of Ca(OH)2 remained unreacted even after 28 days when quartz was used. It was found that in the Ca(OH)2-amorphous SiO2-H2O system, after a 28-day exposure, the surface of SiO2 globules was totally covered with well-crystalline C-S-H(I) plates. Moreover, in the samples with quartz, only the gaps between quartz crystals were filled with C-S-H(I).
Wydawca
Rocznik
Strony
663--670
Opis fizyczny
Bibliogr. 16 poz.
Twórcy
autor
autor
  • Department of Silicate Technology, Kaunas University of Technology, Radvilenu 19, LT - 50270 Kaunas, Lithuania
Bibliografia
  • [1] BEZERRA E.M., JOAQUIM A.P., SAVASTANO H., JOHN V.M., AGOPYAN V., Cem. Concr. Compos., 28 (2006), 555.
  • [2] KOHNO K., Relative durability properties and strengths of materials containing finely ground silica and silica fume, [in:] Proc. Third Int. Conf. Use of Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, Vol. 2, American Concrete Institute, SP-114 (1989), p. 815.
  • [3] MARUSIN S.L., The influence of length of moist curing time on the weight change behaviour and chloride permeability of concrete containing silica fume, [in:] Proc. Third Int. Conf. Use of Fly Ash, Silica Fume, Slag and Natural Pozzolans in Concrete, American Concrete Institute, SP-114 (1989), p. 924.
  • [4] MEHTA P.K., GJORV O.E., Cem. Concr. Res., 12 (1982), 587.
  • [5] RALPH K.I., The Chemistry of Silica, Wiley, New York (1979) pp. 21–29.
  • [6] BONEN D., KHAYAT K.H. Cem. Concr. Res., 25 (1995), 395.
  • [7] BABU K.G., PRAKASH P.V.S., Cem. Concr. Res., 25 (1995), 1273.
  • [8] APPA RAO G., Cem. Concr. Res., 33 (2003), 1765.
  • [9] DUCHESNE J., BÉRUBÉ M.A., Cem. Concr. Res., 24 (1994), 73.
  • [10] MITCHELL D.R.G., HINCZAK I., DAY R.A., Cem. Concr. Res., 28 (1998), 1571.
  • [11] KIRKBRIDGE T.W., Condensed Silica Fume in Concrete, FIP State of Art Report, [in:] FIP Commission Thomas Telford, London (1988).
  • [12] LARBI J.J., FRAAY A.L.A., BIJEN J.M., Cem. Concr. Res., 20 (1990), 506.
  • [13] CHENG YI-H., FELDMAN R.F., Cem. Concr. Res., 15 (1985), 585.
  • [14] MAROPOLOU A., CAKMAK A., LABROPOULOS K.C., VAN GRIEKEN R., TORFS K., Cem. Concr. Res., 34 (2004), 1.
  • [15] RAMACHANDRAN V.S., BEAUDOIN J.J., Handbook of Analytical Techniques in Concrete Science and Technology, William Andrew Publishing/Noyes, New York, 2001.
  • [16] TAYLOR H.F.W., Cement Chemistry, 2nd Ed., Thomas Thelford, London, 1997.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPW7-0007-0077
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