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Which structural mechanism caused the collapse of some Roman aqueduct arches during seismic activity and large temperature swings?

A)Tensile failure due to thermal expansion
B)Shear failure at the keystone joint
C)Buckling failure from axial compression
D)Torsional stress from ground movement

💡 Explanation

During seismic events and large temperature changes, differential thermal expansion creates tensile stresses exceeding the tensile strength of the Roman concrete, causing cracking and eventual arch collapse. Therefore tensile failure results, rather than shear, buckling, or torsion, which require forces in different directions/ locations.

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