Vliv transformace inženýrskogeologického modelu do výpočetního geotechnického modelu na výsledky simulací stability svahů

Abstract

This graduation thesis is focused on usability of an engineering geological model for geotechnical calculations on the area of interest, where huge landslide happened in the past. The thesis includes a description of local rock massif structure of the area of interest and its development. With this knowledge and the other available provided information was created geological model of the landslide area. Afterwards, this model was edited in suitable way into form, which is appropriate for geotechnical calculations. The area of interest which is represented by this geotechnical model was assessed on stability. Achieved results were judged by considering the events, that happened in the area of interest, Subsequently, these achieved results were compared with outcomes of different methods, which are not part of this thesis.