Question

A consolidation test was performed on a soil sample. The void ratio of the sample was found to be 0.5 at an overburden pressure of 1.5 kg/m² and at an overburden pressure of 3 kg/m², the void ratio of the sample was 0.41. What is the compression index (C) and approximate Liquid Limit (LL)?
a. C=0.299, LL = 43.22%
c. C=0.326, LL = 33.45%
b. C=0.06, LL = 16.67%
d. C₂=0.265, LL=45.57%​

Answer 1

Answer:

correct answer is C=0.326, LL = 33.45%

Explanation:

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