The specifications defining the soil layers are entered in a clearly-arranged table. An extendable database helps you to select the appropriate soil properties. The elasticity can be defined by either the stiffness modulus or the modulus of elasticity and the Poisson's ratio.

You can define any number of soil layers. The layers can be assigned to the building either graphically or by entering the relevant coordinates.  

The elastic foundation coefficients are calculated according to a non-linear, iterative method. The program determines elastic foundation coefficients for each individual element. The coefficients depend on the deformation.

The calculated stresses and settlements are displayed in the results tables. In addition, a graphic evaluation is available. The graphic represents also the position and the layer arrangement of the soil samples.

The final results table shows the elastic foundation coefficients. They can also be evaluated graphically.