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Which consequence resulted from mortar deterioration in Roman masonry aqueducts?

A)Increased hydrostatic pressure internally
B)Reduced flow rate efficiency
C)Accelerated travertine deposition rate
D)Decreased structural load capacity

💡 Explanation

The deterioration of mortar weakened the bonds between stones, resulting in decreased structural load capacity because cohesive strength diminished via decreased frictional locking. This caused arch instability, therefore threatening the aqueduct's integrity rather than affecting flow initially.

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