Question: An average effective overburden pressure on 1 0 m thick homogeneous clay layer is 1 5 0 kPa. Consolidation test on an undisturbed soil sample

An average effective overburden pressure on 10m thick homogeneous clay layer is 150kPa. Consolidation test on an undisturbed soil sample taken from the clay layer showed that the void ratio decreased from 0.6 to 0.5 by increasing the stress intensity from 100kPa to )=(2.65. Find the Initial void ratio of the clay layer.
An average effective overburden pressure on 1 0 m

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