Method of Calculating the Foundation Settlement of Pressure Hydraulic Engineering Structures
The article deals with the issues of calculating the stabilized settlement of the foundations of pressure hydraulic structures. A specific example shows the definition of the final settlement of a pressure hydraulic structure that was formed by the end of the process of stabilization of base deformations, taking into account the effect of the additional load from the force apron and hydraulic giant on the base, and also taking into account the change in deformation modules when the base is unloaded after the excavation pit and re-loading it the process of building structures, which are not always taken into account in the calculations.