The soil elements are created below the base slab when parameter Soil=1 is set in input. Otherwise the spring the stiffness supported are employed if set Soil=0. Depth (mm), E-modulus (kPa), density (kg/m3) and Offset (mm) of a soil layer inputted in region "Soil layers and properties" as shown to the right. There is unlimited number of layers which can be entered in input. Examples here shows 3 layers a 3000mm where layer 0 having a depth 350mm below the base slab for master/slave coupling between the soil and the slab elements. Friction coefficients between the base slab and the soil can be obtained from geotechnical report of individual project site. Also the support coefficients assuming below the lowest layer of the soil. They are both entered in input. Soil behaves in nonlinear manner. It is common to deal with the shear modulus of the soil, G, described in [1]. Reference is made to the Young's modulus of the soil E, which relates to the shear modulus G through E = 2G(1+ n). |