Question: A normally consolidated clay settled by 2 c m when the effective stress was increased from 1 0 0 kPa to 2 0 0 kPa.

A normally consolidated clay settled by 2cm when the effective stress was increased from 100kPa to 200kPa. Calculate the settlement when the effective stress is increased to 400kPa and 800kPa.
A normally consolidated clay settled by 2 c m

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