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Which risk increased in medieval castle masonry when winters experienced significantly more freeze-thaw cycles?

A)Higher rate of spalling
B)Decreased compressive strength
C)Material phase transitions occur
D)Increased tensile stress tolerance

💡 Explanation

Increased freeze-thaw cycles increase the risk of spalling because water expands upon freezing. The mechanism is ice wedging, and this exerts stresses exceeding tensile strength. Therefore, spalling increases, rather than increased compressive strength, due to gradual material degradation.

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