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Which condition leads to increased risk when lime mortar joints exist between Inca masonry blocks?

A)Excessive seismic ground displacement
B)Reduced thermal expansion coefficient
C)Elevated capillary action transport
D)Decreased mortar water retention

💡 Explanation

Seismic displacement creates shear forces that can overcome mortar cohesion, leading to joint failure via frictional sliding because the tensile strength of quicklime mortar is lower than that of rock. Therefore, differential movement risks structural damage, rather than thermal stress issues.

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