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Which risk increased for Roman structures employing pozzolanic concrete masonry atop unstable ground?

A)Increased freeze-thaw weathering damage
B)Differential settlement cracking increases
C)Rebar-induced spalling accelerates then
D)Accelerated sulphate attack occurs promptly

💡 Explanation

Differential settling becomes dangerous because the heterogeneous soil compresses unevenly, inducing tensile stresses within the rigid concrete leading to fracture. Therefore, cracking is greater in Roman structures on unstable soil rather than those with uniform foundation support.

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