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Which consequence resulted from mortar degradation in pre-modern masonry?

A)Decreased axial compression resistance
B)Increased aggregate mechanical interlock
C)Improved hydrostatic pressure equalization
D)Reduced thermal coefficient expansion

💡 Explanation

Decreased axial compression resistance arises from mortar degradation due to loss of cohesion (capillary action mechanism); because this reduced lateral support to masonry units directly. Therefore, structural integrity diminishes, rather than experiencing improved interlocking or changed expansive properties.

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