JUSTIFICATION OF THE NEED FOR DEVELOPING COMPREHENSIVE CALCULATION MODELS OF EARTH DAMS OF RECLAMATION SYSTEMS

In the study of the development of complex models of hydraulic structures using the example of earth dams of melioration systems, an approach to determining their stress-strain-filtration parameters is shown, as well as in the dynamics of changes in the parameters of pore pressure and filtration in various soil layers of this type of structures. The sequence of determining the pore pressure inside the earth dam and calculating the stability of side slopes in the Plaxis program is presented.