Answer Happy

Posted: **Sat May 21, 2022 12:48 pm**

: An Over Consolidated Clay Deposit Has An Undrained Shear Strength Equal To 124 5 Kn M2 From Drained Test Values Of Cand 1 (39.22 KiB) Viewed 11 times

: An Over Consolidated Clay Deposit Has An Undrained Shear Strength Equal To 124 5 Kn M2 From Drained Test Values Of Cand 2 (11.81 KiB) Viewed 11 times

An over consolidated clay deposit has an undrained shear strength equal to 124.5 kN/m2. From drained test values of cand o are found to be 20.8 kPa and 25.6 degrees, respectively. You can use either formulation or graphical method. If failure occurs in either the undrained state or drained state, what is the major effective principal stress at failure in kPa?
If failure occurs in the undrained state, what is the minor effective principal stress at failure in kPa?