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For the analysis of the model, it is necessary to define two layers of material.
A first layer of elevation material, according to which the thrusts are calculated
A second layer of foundation material, according to which the limit load of the foundation is calculated
For both layers, the user must enter the following quantities:
Material name
The name identifying the material
Weight [kN/m³]
The unit weight of the dry material
Saturated Weight [kN/m³]
The unit weight of the saturated material
Fi [°]
Angle of resistance to shearing stress of the soil
C [kN/m²]
Soil cohesion
Delta [°]
Angle of friction on the wall-soil interface
Adhesion [kN/m²]
Wall-soil adhesion
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