**Choosing of slope stability method!!!**

Dear colleagues, i take an interest in slope stablity methods !!! I try to solve my geotechnical slope problems by Geo Slope (slope W)- Software. There are some way for initial assessment in choosing the most correct slope stability method. The creators of software are suggesting that firstly assessment would be done by the method of Morgenstern and Price, wich satisfies moment and force equliblium. In this action they observe the value of lamda(interslice forces) and the factor of safety! If someone has experience in implemetation of all this precedure, please share whith me!!!

Soil Mechanics / Geotechnical
Landslides - Slope Stability
Software