The thesis presents the rehabilitation of Šmihel landslide. In the process reinforced concrete shafts\ud
were used. The mitigation was based on the numerical finite element method analysis. In the first part\ud
the landslide situation is presented along with field and laboratory tests. On the basis of SPT and\ud
laboratory tests, mechanical properties of soils are determined and used in the numerical analysis. The\ud
second part of the thesis presents the modelling and calculation of the landslide in 2D and 3D working\ud
environment. The comparison of the results shows the advantages and disadvantages of 2D and 3D\ud
analysis. The influence of the drainage on global stability and loading of the structure is also taken into\ud
consideration. Internal forces calculated with the numerical analysis are used for dimensioning of steel\ud
reinforcement in critical cross sections, which is the basis for drawing detailed reinforcement plans
