Relationship between coulomb and migration coefficient of chloride ions for concrete in a steady-state chloride migration test

A steady-state chloride migration test with a constant electrical potential drop of 15 V was conducted with a saturated 100 mm diameter x 50 mm long c oncrete specimen. The migration coefficient of chloride ions for concrete w as calculated using the constant flux on the basis of the Nernst-Planck equ ation. Electrical current was simultaneously monitored throughout the entir e period of the migration test. Initial and final coulomb values were separ ately defined and calculated using the current recorded in non-steady-state and subsequently in steady-state conditions with respect to chloride migra tion, respectively. A unique relationship existed between the initial coulo mb and the migration coefficient depending on the binders of the concrete m ixes, that is ordinary Portland cement (OPC) alone, OPC plus fly ash or OPC plus silica fume. However, it appeared that the final coulomb related line arly to the migration coefficient, irrespective of the water.-cement ratios , binders and curing periods.