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hello everyone so today we are going to discuss an example problem on consolidation the reference for this example is again the fundamentals of the technical engineering by das and sivakugan this particular example is related to the calculation of primary consolidation settlement under a foundation lets calculate the primary consolidation settlement of a three meter thick clay layer below so the clay is this one the tree with 30 clay layer this has a given saturated unit weight of 17.3 kilonewton per cubic meter it also have a given void ratio of 1.0 and a liquid limit value of 40. so we want to calculate the settlement of this clay layer that will result from the load carried by 1.5 meter square footing so we have a square footing here which is which has a section of 1.5 by 1.5 meter and the load carried by this footie is 890 kilo newton the soil above our clay layer is sand so we have here dry sand having a dry unit weight of 15.7 kilo newton per cubic meter while below the ground
