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Which outcome arises because limestone formations saturate during excessive Roman concrete curing?

A)Reduced structural setting expansions
B)Increased pozzolanic activity strength
C)Delayed carbonation acceleration rate
D)Internal micro-cracking susceptibility stress

💡 Explanation

Internal micro-cracking risk increases because excess water restricts cement hydration (DEEPER CURE), therefore higher pore pressure forms, rather than optimized strength because proper restraint minimizes moisture differential.

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