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Which risk increases when Roman siege ramp foundations experience differential soil settlement?

A)Catapult misfires from unsteady platform
B)Ramp collapse from shear stress overload
C)Siege tower instability from uneven load
D)Artillery inaccuracy due to altered angle

💡 Explanation

When ramp foundations settle unevenly consolidation occurs because varying underlying soil composition causes differential compaction, leading to shear stress concentrations in the ramp structure. Therefore ramp collapse becomes more likely, rather than catapult misfires, tower instability, or artillery inaccuracy which involve different equipment failures.

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