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Which mechanism increased compressive stress at the base of ziggurats, predisposing it to foundation settling?

A)Progressive sediment consolidation
B)Variable material density
C)Ineffective drainage system
D)Inadequate mortar mixture

💡 Explanation

Progressive sediment consolidation causes increased stress because the weight of upper ziggurat levels compacts lower sediments, leading to settlement of the foundation. Therefore consolidation worsens stability rather than variable densities, ineffective drainage, or mortar mixtures weakening the upper layers.

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