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Which mechanical risk dramatically increased with Inca terraced masonry retaining walls as heights exceeded 10 meters?

A)Foundation shear stress accumulation
B)Vegetation root cryogenic cracking
C)Differential soil settlement dilation
D)Increased thermal expansion spalling

💡 Explanation

Excessive height increases shear stress at the base because weight accumulates; thus the retaining walls become unstable because this exceeds the rock’s shear strength, therefore foundation shear stress accumulation occurs rather than challenges of freeze-thaw cycles or thermal material properties.

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