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Which maintenance challenge increases when a Roman road crosses unstable clay soil geological layer?

A)Increased cracking frequency in paving stones
B)Aqueduct damage from redirected drainage
C)Bridge collapse due to pier subsidence
D)Increased guard tower visibility deterioration

💡 Explanation

When a Roman road bed sits on unstable clay, soil consolidation occurs compressing the road structure causing differential settlement creating tensile forces fracturing paving stones. Therefore increased cracking frequency results, rather than effects on aqueducts, bridges or guard towers because those structures are not directly part of the road pavement layer affected by soil mechanics.

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