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Which structural failure results when Roman concrete in a marine pier experiences prolonged sulfate attack?

A)Tensile cracking from rebar corrosion
B)Shear failure from aggregate dissolution
C)Expansive cracking from ettringite formation
D)Buckling failure from increased hydrostatic pressure

💡 Explanation

When sulfate ions diffuse into Roman concrete, they react with aluminate phases to form ettringite, a mineral which occupies a larger volume, leading to expansive stresses and cracking. Therefore expansive cracking results, rather than tensile, shear, or buckling failures which require different stress conditions and mechanisms.

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