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Cloride ion diffusion in low water-to-solid cement pastes

Technical Report ·
OSTI ID:5620093
; ;  [1];  [2]
  1. National Inst. of Standards and Technology, Gaithersburg, MD (USA)
  2. Shanghai Research Inst., SH (China)
Diffusion coefficients of 0.3 water to solids ratio (w/s) hydrated portland cement paste specimens were measured using a conventional diffusion cell. Specimens were made from both ASTM Type 1 and Type 2 portland cements and blends containing mineral admixtures (fly ash, granulated blastfurnace slag, or silica fume). The average diffusion coefficient for the portland cement paste specimens was 14 {times} 10{sup {minus}13} m{sup 2}/s. The diffusion coefficients for the specimens containing mineral admixtures were such more variable than those for the portland cement paste specimens. A probable cause of the variability in the test results was the presence of cracks observed in the test specimens. The effects of the depth of concrete cover over reinforcing steel and of the chloride ion diffusion coefficient on the service life of reinforced concrete exposed to chloride ions were predicted based on a diffusion model. Based on the model, the effect of the cover was shown to be proportional to the square of the cover depth. 18 refs., 5 figs., 6 tabs.
Research Organization:
Nuclear Regulatory Commission, Washington, DC (USA). Div. of Engineering; National Inst. of Standards and Technology, Gaithersburg, MD (USA)
Sponsoring Organization:
NRC; Nuclear Regulatory Commission, Washington, DC (USA)
OSTI ID:
5620093
Report Number(s):
NUREG/CR-5727; NISTIR--4549; ON: TI91014873
Country of Publication:
United States
Language:
English