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Which structural problem risked collapse during the construction of large Byzantine mosaic domes?

A)Excessive tensional hoop stresses
B)Inadequate mortar curing time
C)Insufficient foundation buttressing
D)Tile thermal expansion mismatch

💡 Explanation

Excessive tensional hoop stresses appeared because the weight concentrates towards the base causing outward force handled by a ring, and the **resolving of forces**. Therefore, avoiding tension cracking and dome collapse was critical, rather than only curing issues or thermal flaws.

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