Finite Element Slope stability Analysis: Comparison

This video will help the user understand the workflow in GTS NX and Plaxis for a simple 2D slope stability analysis. A comparison of results is made for both the software

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For the PLAXIS stability analysis :
In slope the geometry contains a non-horizontal soil surface. Therfore thé k0-procedure ( classical initial stresses) cannot be used to calculate the initial stress field, it must be calculated n'y Gravity Loading.