It is well known that solid calcium hydroxide may act to inhibit chloride i
nduced corrosion of steel in concrete. This hypothesis has been recently ex
tended to include the inhibitive and aggressive nature of other solids that
exhibit pH dependent dissolution behaviour. Concrete constituents that res
ist a local fall in pH may inhibit corrosion, while bound chloride released
by such a fall may participate in corrosion initiation. In this work the p
H dependent solubility of chloride in concrete is demonstrated. It is shown
that most of the bound chloride is released as the result of the rapid dis
solution of at least two hydrated phases in chloride contaminated OPC concr
ete. This occurs at pH values that are high (above 11.5) compared to that c
onsidered necessary to sustain local passive film breakdown at the site of
a nucleating pit. Thus, in theory, the corrosion risk presented by bound ch
loride at the steel-concrete interface may be very similar to that presente
d by free chloride. (C) 2000 Elsevier Science Ltd. All rights reserved.