Posouzení ulice Palackého ve Vsetíně a pravobřežního svahu řeky Bečvy

Abstract

The aim of this thesis is to analyze the damaged slope of the Bečva River which is located in the Palackého Street in Vsetín. The thesis describes the location of interest and evaluates the current situation of the slope and the embankment wall. Remedial measure consisting of a reinforced concrete pile wall anchored with strand anchors is designed and evaluated. The calculation is performed in GEO5 software using the limit equilibrium method and the finite element method. The theoretical part is devoted to the movements of the slope and their causes, to the methods of slope stability calculation, remedial measures and protective elements of the river basin bank.