Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
10292901 | NDT & E International | 2005 | 11 Pages |
Abstract
The PERMIT ion migration test was validated in the lab by carrying out a comparative investigation and correlating the results with the migration coefficient from the one-dimensional chloride migration test, the effective diffusion coefficient from the normal diffusion test and the apparent diffusion coefficient determined from chloride profiles. A range of concrete mixes made with ordinary Portland cement was used for this purpose. In addition, the effects of preferential flow of ions close to the concrete surface and the proximity of reinforcement within the test area on the in situ migration coefficients were investigated. It was observed that the in situ migration index, found in one working day, correlated well with the chloride diffusion coefficients from other tests. The quality of the surface layer of the cover concrete and the location of the reinforcement within the test area were found to affect the flow of ions through the concrete during the test. Based on the data, a procedure to carry out the PERMIT ion migration test was standardised.
Keywords
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Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
P.A.M. Basheer, R.J. Andrews, D.J. Robinson, A.E. Long,