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• W2186258265 abstract "Large concrete blocks, made with either GP Portland cement or a cement blend incorporating either Duracem blast-furnace slag cement, Microsilica 600 amorphous natural silica, or Micropoz silica fume, were placed on three marine exposure sites of varying severity. The sites equate to the C, B2 and B1 exposure classification categories given in NZS 3101 Concrete structures. At periodic intervals over five years, the chloride ingress profile for each combination of cement type and exposure severity was measured. This data was used to calculate notional surface chloride concentrations and effective diffusion coefficients to characterise the performance of each concrete. Particular attention was paid to testing the hypothesis of a temporal dependence in the diffusion coefficient. Actual chloride-ion diffusion coefficients were also determined on virgin concrete from the interior of the blocks to verify whether any observed improvement in resistance to chloride penetration could be attributed to an intrinsic reduction in the pore connectivity within the cement matrix. The applicability of laboratory tests as simple durability indices was also examined." @default.
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• W2186258265 date "2005-01-01" @default.
• W2186258265 modified "2023-09-27" @default.
• W2186258265 title "Durability of Reinforced Concrete Structures under Marine Exposure in New Zealand" @default.
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