Question: If each column is to be supported by 6 , end bearing, auger - cast piles, 1 6 inch diameter and 4 5 feet in

If each column is to be supported by 6, end bearing, auger-cast piles, 16 inch diameter and 45 feet in embedment length below foundation level and pile spacing is 3 pile diameters, determine the expected consolidation settlement of the clay layer under the pile group
Please show the stress distribution method as well as the imaginary footing method. Please explain where numbers come from/formulas used as I am trying to understand the process better
If each column is to be supported by 6 , end

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