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Which risk increases when the mortar in historic masonry aqueducts experiences freeze-thaw cycles?

A)Increased hydrostatic pressure within conduit
B)Uniform compressive stress redistribution
C)Progressive loss of keystone support
D)Decreased water flow due to biofilms

💡 Explanation

Freeze-thaw cycles drive water expansion inside mortar pores, initiating cryocraking throughout its volume. This progressive fracturing via cryogenic cleavage weakens the overall masonry structure, therefore causing loss of keystone support, rather than uniform compression or flow changes within the conduit.

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