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This tutorial discusses settlement calculations in geotechnical engineering using a soil profile with sand and clay layers. A uniformly distributed load is applied at the ground surface, and the settlement of the clay layer due to primary consolidation is determined. Key parameters include pre-consolidation stress, soil index, surcharge, groundwater table depth, and unit weights of sand. The goal is to calculate the settlement caused by the load on the clay layer with given values for various soil properties and conditions.
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