Some Peculiarities of Behavior of the System “Rigid Mooring Retaining Wall — Soil Media”

The proposed model of the system “rigid mooring retaining wall — soil media” allows considering kinematics factors of the structure and to use when designing and calculating variable values of main system parameters, corresponding to its current deformed and stressed states. The main results of the model development and its applied aspects are presented in the paper. Soil pressure dependencies (displacement–pressure) are studied, including peculiarities related to the state at rest.