In a normally consolidated clay specimen, the following data are given from the laboratory consolidation test. e

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In a normally consolidated clay specimen, the following data are given from the laboratory consolidation test.

e1 = 1.10 s91 = 65.0 kN/m2
e2 = 0.85 s92 = 240.0 kN/m2

a. Find the compression index Cc.

b. What will be the void ratio when the next pressure increment raises the pressure to 460.0 kN/m2?

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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