A semi-analytical procedure was carried out to compute the settlement and normal force distribution of the axially loaded concrete bored pile. The deformation variant of the solution was selected. The pile-soil interface is modeled using physical nonlinear soil springs. The shear peak forces are limited. The value of the force depends on the geostatic stress state and on the quality of the soil pile interface in the investigated point. The known solution describing the shear depression is adopted for the shear response of the soil layer. The force reaction on the pile bottom is calculated from the axial force measurement within the pile shaft incorporating over-consolidation in the region of deep layers. .