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Which risk increases for long-span Roman arch bridges when differential settlement occurs within stone foundation?

A)Increased resonant vibrational frequencies
B)Formation of unwanted standing waves
C)Development of thrust line divergence
D)Accelerated aggregate cementation kinetics

💡 Explanation

Thrust line divergence increases due to non-uniform support, because differential settlement alters the load path's geometry relative to the arch curvature causing excessive stress concentrations; therefore, localized crushing or instability occurs, rather than changes to vibration modes or material curing.

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