Deterioration and distress of concrete structures in service is a result of a variety of physiochemical processes. These processes include attack by acids or alkali, cycles of wetting and drying, freezing and thawing, alkali - aggregate reaction, etc. However, the most serious deterioration process is caused by chloride diffusion mechanism which then leads to corrosion of reinforcing steel. Moreover, up to date, the accurate service-life prediction of reinforced concrete structures is getting more and more attention. Needless to say, the most advanced models on durability of concrete are...