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The text discusses a soil profile with sand and clay layers, and a uniformly distributed load applied at the surface. The settlement of the clay layer due to primary consolidation is being calculated. Given parameters include pre-consolidation stress, soil index, surcharge, groundwater table depth, and unit weights of dry and saturated sand. The problem is referencing the book "Fundamentals of Geotechnical Engineering" by Das and Sivakutan, 5th edition.
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