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Which structural weakness most likely compromised the walls of Constantinople during the 1453 siege?

A)Brittle rendering susceptible to fracture
B)Deteriorated mortar joints prone to separation
C)Insufficient wall height impeding maneuverability
D)Inadequate foundation depth inviting undermining

💡 Explanation

When mortar joints deteriorate, mechanical interlocking weakens, leading to separation between stones and eventual wall collapse under bombardment because repeated impact causes progressive debonding. Therefore, joint separation results, rather than rendering fracture, height issues or foundation failures which depend on differing material properties or separate construction techniques.

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