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A clay soil has a normally consolidated undrained strength ratio of USRNC=0.25. At a given d ...
A clay soil has a normally consolidated undrained strength ratio of USRNC??=0.25. At a given depth, the current vertical stress is 1000 and the preconsolidation stress is 3000 . Assume m=0.8. What is the appropriate undrained strength ratio for the overconsolidated condition? USROC = ?? Round to two decimal places.