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Which primary risk increased during Viking bridge construction when river ice formed?

A)Rope fiber tensile overload
B)Pier cracking compressive failure
C)Decking shear stress fractures
D)Foundation subsidence sediment liquefaction

💡 Explanation

Compressive failure risk increased with river ice because thermal expansion induced horizontal force due to constrained expansion (thermal stress), undermining supports, therefore, pier cracking was elevated, rather than direct weakening of ropes/elements.

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