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Which structural risk increases when differential settlement occurs underneath a ziggurat mud-brick base?

A)Shear failure causing terrace collapse
B)Material embrittlement from rising groundwater
C)Wind load amplification via resonant vibration
D)Erosion acceleration from animal burrowing

💡 Explanation

When differential settlement occurs under a ziggurat, uneven loads are imparted because consolidation of the soil varies, creating stress concentrations leading to potential shear failure. Therefore terrace collapse becomes a risk, rather than the other choices which are related, but dependent on alternative mechanisms like groundwater, wind or animals.

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