Slope stability program compute stability of slopes and embankments with circular or polygonal slip surfaces.
The slope stability problem is solved in a two dimensional environment. The soil in acan be found below the , water can also exceed the slope ground, which can be either partially or completely flooded. The slope can be loaded by a of a general shape either on the ground or inside the soil body. The analysis allows to include the expected to support the slope or for introduction of horizontal reinforcing elements - or vertical elements - . An can also be accounted for in the analysis.
to the stability analysis are implemented in the program - classical analysis according to the factor of safety and the analysis following the theory of limit states.
The slip surface can be modeled in two different ways. Either as aone, then the user may choose either from the , , , or , , method, or as a one, in which case the program exploits the , , or , , method.