Abstract
The chapter includes durability aspects of SCC such as carbonation and corrosion particularly chloride attack and sulphate attack. Carbonation in SCC is different from normal concrete, although a type i.e. natural and accelerated remains same as for conventional concrete. The difference is observed in reactions and mechanisms. Corrosion in SCC can be due to many causes but main are chloride attack and sulphate attack. Also, mechanism and factors of carbonation and corrosion change when supplementary cementitious materials are added to SCC.
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