Uptake of water (and therefore ions) by unsaturated, hardened concrete may
be characterised by the sorptivity. This is a simple parameter to determine
and is increasingly being used as a measure of concrete resistance to expo
sure in aggressive environments. The complete process is described by a non
linear diffusion equation, with the hydraulic diffusivity a strongly nonlin
ear function of the degree of saturation of the concrete. Accurate analytic
al approximations to the solution of this equation, as well as numerical so
lutions for general conditions, ex-ist when the diffusivity function is kno
wn. Unfortunately it is not an easy function to determine, requiring accura
te information on the water penetration profile. A simple alternative which
estimates the diffusivity from sorptivity and porosity measurements is pre
sented for an assumed exponential dependence of diffusivity on water satura
tion. Predicted water penetration profiles corresponding to this estimated
diffusivity are shown to be accurate by comparison with published experimen
tal results.