Hello!
I am carrying out the Slope Stability Analysis of a Highway Slope using 2D Limit Equilibrium Analysis in SLIDE (rocscience package). I was wondering if it is necessary to check the model for FOS & critical surface of the analysed slope (highway slope not embankment) for drained & un-drained case. Or if the drained & un-drained case check should be carried out in analysis highway slope.
Your support shall be highly appreciated.
Thanking you in advance.
Sumit