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hello everyone the reference for this example problem is the fundamentals of geotechnical engineering fifth edition by das and sivakultan a soil profile is shown in the figure below if a uniformly distributed load delta sigma prime is applied at the ground surface what will be the settlement of the clay layer caused by primary consolidation we are given that the pre-consolidation stress or sigma sub c prime for the clay is 125 kilo newton per square meter and c sub s which is the soil index is equal to one over six of c sub c or compression index so there are two layers of soil here which compose of sand at the upper 7 meters and a clay layer which has a thickness of three meters the delta sigma prime or a surcharge is provided here which is 75 kilonewton per square meter the groundwater table is located at 2 meters below the ground surface and the dry sand has a dry unit weight of 16 kilonewton per cubic meter while the submerged sand has a saturated unit weight of 18 kilo newton per
