The results of a consolidated drained triaxial test on a normally consolidated clay are shown in the figure. The angle of internal friction is

A possible slope failure is shown in the figure. Three soil samples are taken from different locations (I, II and III) of the potential failure plane. Which is the most appropriate shear strength test for each sample to identify the failure mechanism?
P: Triaxial compression test
Q: Triaxial extension test
R: Direct shear (shear box) test
S: Vane shear test
