Posouzení stability dolní části svahu mezi Paskovem a Řepištěm v úseku ulice Cihelní nad žst. Paskov

Abstract

This thesis deals with the assessment of the stability of the bottom part of the slope between the Paskov and Řepiště in the section of the street Cihelní above railway station Paskov. In the thesis there is a description of the site including the results of its own research operations. It is here presented a mathematical model using finite element method (Plaxis 2D), which solve the current state of the landslide. The next mathematical model solves variants of rehabilitation of the landslide. Principal results are presented in the form of degree of slope stability.