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Which structural failure mode most threatens masonry arch bridges during seismic activity?

A)Spalling due to freeze-thaw cycles
B)Buckling due to compressive overload
C)Separation due to tensile stress waves
D)Erosion due to prolonged water exposure

💡 Explanation

During seismic activity, tensile stress waves propagate through the arch because of ground motion, causing separation at mortar joints and potential collapse. Therefore separation results, rather than spalling, buckling, or erosion which are caused by environmental factors unrelated to rapid seismic events.

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