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Which structural consequence occurs when a ziggurat's clay brick core experiences differential settling?

A)Arch vaulting stress fractures
B)Column load-bearing buckling
C)Terrace wall shear cracking
D)Foundation pier hydrostatic uplift

💡 Explanation

When differential settling occurs within a ziggurat, terrace wall cracking results because the clay brick layers shift unevenly, exceeding shear strength limits. Therefore, shear cracking results at the terrace walls, rather than arch fractures, column buckling, or hydrostatic uplift which require different structural elements and failure mechanisms.

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