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Which outcome results when concrete cover over rebar is insufficient in marine environment?

A)Accelerated rebar corrosion from chloride penetration
B)Reduced concrete compressive strength from spalling
C)Increased concrete creep due to rebar expansion
D)Decreased concrete tensile strength from alkali-silica reaction

💡 Explanation

When concrete cover is insufficient in a marine environment, chloride ions diffuse through the concrete because the protective layer is thin, causing corrosion of the steel rebar. Therefore, accelerated rebar corrosion occurs, rather than reduced compressive/tensile strength or increased creep which involve different deterioration mechanisms.

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