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← HistoryWhich structural failure mode was most common in poorly designed Roman arches built on unstable ground?
A)Spalling due to freeze-thaw cycles
B)Shear failure from lateral thrust✓
C)Tensile cracking at the keystone
D)Buckling of the arch support columns
💡 Explanation
When an arch rests on unstable ground, uneven settling causes asymmetric loading, resulting in increased lateral thrust forces that overcome the shear strength of the joints. Therefore shear failure results, rather than spalling, cracking or buckling, which require different stress distributions or environmental conditions.
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