Hi, I was wondering, so at the end, when we have that gradient and the slope with the arrows showing the path of the possible point of failiure, does it basically estimates the point of fracture and the internal geomechanisms of the slope ? It is not rlly my domain but I am interested , also at the material phase, when entering data such as the density of the material, coehision, wet density, etc, how do you calculate the data based on the real dimension of the slope, also is any soil sampling and testing necessary ? or do you have like a data set with general values
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