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Which structural instability primarily affected Roman fortifications incorporating stacked earthen ramparts?

A)Liquefaction during seismic events
B)Erosion from sustained hydraulic pressure
C)Shear stress from thermal expansion
D)Creep deformation from overburden weight

💡 Explanation

When stacked earthen ramparts experience prolonged loading, creep deformation occurs because soil compacts slowly over time, causing slumping and instability. Therefore creep becomes the primary risk, rather than liquefaction, erosion, or thermal stress, which are less impactful under nominal environmental conditions on this type system.

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