Question: For a sandy soil with Gs = 2.68, calculate the critical hydraulic gradient that will cause boiling or quick condition for e = 0.38, 0.48,

For a sandy soil with Gs = 2.68, calculate the critical hydraulic gradient that will cause boiling or quick condition for e = 0.38, 0.48, 0.6, 0.7, and 0.8. Plot the variation of icr with the void ratio?

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