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Which risk increases when Roman road drainage fails during spring thaw?

A)Increased risk of soil liquefaction
B)Increased hydrostatic pressure induced cracking
C)Reduced thermal expansion compliance
D)Reduced aggregate load bearing strength

💡 Explanation

Increased hydrostatic pressure causes road cracking because water expands upon freezing, thereby generating high stresses within the road structure, rather than liquefaction or thermal effects associated with freeze-thaw cycles.

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