ABSTRACT
Laboratory studies of sandy and clay soils were carried out on stabilometry a specially developed technique, provides for the imposition of the dynamic stresses on the static stress state of the soil sample. Amplitude, frequency and duration of the dynamic stresses calculated screenwriting equivalent seismic impact or dynamic component of the wind load. The results were used in developing the draft pile-slab foundation for the effects of seismic and wind loads to change the stiffness of pile foundation and as a consequence on the redistribution of forces between the individual elements of the “foundation soil - foundation - the aboveground part of the building”.
