Question: The data from a consolidated - undrained ( CU ) triaxial compression test performed on a normally consolidated clay sample is as follows: Cell pressure

The data from a consolidated-undrained (CU) triaxial compression test performed on a normally consolidated clay sample is as follows:
Cell pressure at failure =20
Deviator stress at failure =36
Porewater pressure at failure =6
If you are to determine the effective stress strength parameters (i.e., effective friction angle and effective cohesion), which Mohr circle in the figure below is correctly drawn to do so?
A. Circle A
B. Circle B
C. Circle C
D. Circle D
The data from a consolidated - undrained ( CU )

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