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as we have discussed the capacity and efficiency of group of piles we are now set to determine the consolidation settlement of group of piles the consolidation settlement of a group pile in clay can be estimated by using the 2 is to 1 stress distribution method which is 2 vertical as to 1 horizontal so here are the step-by-step process in determining the consolidation settlement of groupons the step one is to let the depth of amendment of the piles be l the group is subjected to a total load queue and if the pi cup is below the original ground surface that q equals to the total load of the superstructure on the piles minus the effective weight of the soil above the group miles removed by excavation step number two assume that that load q g is transmitted to the soil beginning at the depth of 2l is to 3 from the top of the pile as shown in the figure so if this is your full length of your of your pile l so we will start that stress distribution at a length two third okay two thirds fro