Without conducting the One-dimensional consolidation test, possible ways to predict the compressible path with the help of basic properties.
There are various empirical correlations for determining the consolidation parameters of different types of soils, given by various researchers. For NC soils, Terzaghi and Peck have given the relation Cc = 0.009 (WL - 10)
Dear Ratnam,
I think this paper could help you.
Article Prediction of compressibility parameters of the soils using ...
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