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Which barrier instability risks collapse during late Roman 'agger' ramp construction?

A)Geotextile membrane tensile rupture
B)Internal pore water pressure buildup
C)External artillery bombardment effect
D)Differential thermal expansion stress

💡 Explanation

Buildup and insufficient drainage caused instability on these banks. Increased pore water pressure reduces effective stress, driving slope failure, therefore the constructed bank is less stable rather than tensile rupture, thermal stress, or enemy attacks being the primary immediate concern.

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