An Experimental Study on Corrosion Resistance of Concrete With Ground Granulate Blast-Furnace Slag

This article reports on a study of the corrosion resistance of concrete containing ground granulate blast-furnace slag (GGBS) and ASTM Type I or ASTM Type V cement. Rapid chloride permeability tests were conducted to determine the qualitative terms of chloride-ion penetrability. Accelerated chloride-ion diffusion tests were done to calculate diffusion coefficients of chloride-ions permeated through concrete specimens. Accelerated steel corrosion tests were carried out by using the repeated wetting and drying technique. Half-cell potential tests were undertaken to evaluate the probability of steel corrosion. Finally, the surface area of corrosion on embedded steel in concrete specimens was measured to confirm half-cell test results. Test results showed that the coefficient of permeability of Type I cement concrete was lower than that of Type V cement concrete. All the concrete mixed with GGBS exhibited lower diffusion coefficient, compared to GGBS-free concrete. Moreover, the corrosion probability of steel bar in Type V cement concrete was higher than that of steel bar in Type I cement concrete. The authors conclude that much stronger corrosion resistance can be achieved if higher volume of GGBS is added in Type I cement rather than Type V cement.

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  • Authors:
    • Yeau, Kyong Yun
    • Kim, Eun Kyum
  • Publication Date: 2005-7

Language

  • English

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  • Accession Number: 01002288
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Jul 22 2005 1:24PM