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Which risk increases significantly when historical dry stone retaining walls experience freeze-thaw conditions?

A)Component stone differential thermal expansion
B)Vegetative growth weakens wall structure
C)Internal hydrostatic pressure fractures stones
D)Overall creep due to gravity loading

💡 Explanation

Increased risk comes from hydrostatic pressure weakening wall integrity, because water expands upon freezing within the stone's pores and joints, causing the mechanism of frost heaving. Therefore, disintegration of the wall proceeds rapidly rather than the gradual creep more common in uniformly loaded systems.

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