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Which soil mechanics consequence reduced ziggurat stability during seasonal Mesopotamian flooding?

A)Liquefaction from cyclic loading
B)Erosion due to surface runoff
C)Desiccation cracking from drought
D)Clay swelling from rainwater infiltration

💡 Explanation

When ziggurats were built on silt-rich soil and subjected to seasonal flooding, increased pore water pressure caused liquefaction because the soil lost its shear strength under cyclic loading. Therefore liquefaction led to instability, unlike erosion, cracking, or swelling which stem from different moisture-related mechanisms.

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