The paper describes studies on deflected mode, stability and strength of the slope of Dnestrovskaya PSP structures. The deflected mode calculation for slope section was made as part of solution of the plane problem (plane deformation) under the theory of plasticity by finite element method and by using the Midas GTS 2011 software. Calculations on stability and strength of a slope section of the key structures were made by the reduction method and produced values of safety factor. The Midas GTS 2010 software was used for those calculations. 

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