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Which consequence ultimately destabilized Inca retaining walls supporting terraces?

A)Hydrostatic pressure behind the masonry
B)Insufficient mortar aggregate cohesion
C)Differential thermal masonry expansion
D)Seismic shift bedrock fracturing

💡 Explanation

Hydrostatic pressure infiltrated saturated soil behind Inca retaining walls; the Pore Water Pressure mechanism increased; this caused outward force on the masonry. Therefore, the wall failed because of accumulated water pressure, rather than seismic forces affecting surrounding bedrock stability.

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