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Which structural weakness arises when Inca retaining wall masonry experiences excessive hydrostatic pressure?

A)Joint delamination through capillary action
B)Creep failure in supporting terraces
C)Progressive spalling from freeze-thaw cycles
D)Bearing capacity exceeds substrate shear tolerance

💡 Explanation

Joint delamination occurs in Inca walls due to capillary action, which increases from built-up hydrostatic pressure. Water penetration weakens the joints because it drives separation via pore water pressure buildup, rather than creep, spalling, or shear failure.

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