Abstract:The durability and serviceability of R.C structures which are located incostal environment are always vulnerable to corrosion of reinforcement. It is impossible to prevent even by providing an additional cover and good construction practice but can be slow down. After construction of concrete structure prediction of corrosion initiation time is very important so as to plan periodic maintenance schedule. The present work aims to determine the chloride diffusion coefficient of the concrete existing in the marine… Show more
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