EFFECT OF WATER-CEMENT RATIO AND CURING ON CHLORIDE PENETRATION INTO CONCRETE EXPOSED TO MEDITERRANEAN SEA CLIMATE

The effect of water-cement ratio (w/c) and curing regime on chloride ion ingress of 20 x 20 x 12 cm concrete specimens exposed to Mediterranean Sea climate was studied. Variants included w/c of 0.4, 0.5, 0.6, and 0.75, and 1, 3, and 7 days of water curing at 30 C (86 F). Diffusion curves have been obtained from dry-drilled pulverized samples extracted in 5 mm (0.198 in.) steps after 1/2, 1, 1 1/2, 2, and 3 years of exposure. A depth of 0.4 and a 1.0 percent Cl-threshold for the different variants has been established. A linear relationship was found between threshold depth and w/c. The threshold values are linearly dependent on the curing regime after 1 year of exposure. With time, the dependence is reduced. After 3 years' exposure, no significant dependence was observed. Explanations for results obtained are offered, and the results are compared with local code requirements. Temporary recommendationbs include reducing w/c and increasing cover over reinforcing steel.

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  • Accession Number: 00497447
  • Record Type: Publication
  • Report/Paper Numbers: Title No. 87-M35
  • Files: TRIS
  • Created Date: Sep 30 1990 12:00AM