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Which failure mode increases with prolonged exposure to chlorides in reinforced concrete beams supporting a marine pier?

A)Chloride-induced corrosion
B)Alkali-silica reaction
C)Sulfate attack expansion
D)Freeze-thaw deterioration

💡 Explanation

Chloride-induced corrosion weakens the steel rebar because chlorides penetrate the concrete, disrupt the passive oxide layer, therefore accelerating oxidation of the steel, rather than physical expansion, which are alkali-silica reaction or freeze thaw cycles.

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