One of the most important factors with regard to the corrosion of reinforce
ments is the presence of chloride ions which can be introduced to the mix w
ith the raw materials or from the environment. Absorption of chloride conta
ining solutions is the fastest mechanism of penetration in non-saturated co
ncrete. Therefore, special consideration must be taken. The need to set up
reliable methods to assess the performance of mortar and concrete mixes wit
h regard to their chloride penetration and afterwards the influence on the
corrosion propagation has been recognised and is addressed in the present w
ork. Two kinds of cement were compared in the present study, ordinary portl
and cement (opc) and sulphate-resistant portland cement (srpc), with two wa
ter-cement ratios of 0.4 and 0.5, The results showed clear differences betw
een the cement types and water-cement ratios studied. Thus, the method repo
rted here is shown to be a useful tool to assess the chloride uptake over t
he threshold level for corrosion to be initiated in the steel rods. (C) 200
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