after which they had void ratic
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Two specimens of fully saturated normally consolidated clay were isotropically
consolidated to 150 kPa and 300 kPa, after which they had void ratios of 0.74 and
0.64 respectively.
(i)
Calculate the values of N and i defining the isotropic normal consolidation line
for this clay. Hint: Use simultaneous equations.
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