Posouzení stability horní části svahu mezi Paskovem a Řepištěm v úseku ulice Cihelní

Abstract

This diploma thesis, consists of solving issues related to slope stability, factors causing instability and methods of landslide remediation. Thesis deals with a specific active landslide in the upper parto of the slope between the towns of Paskov and Řepiště in section of Cihelní Street. The thesis focuses on the assessment of slope stability using mathematical models consisting of the finite element method. There are presented model analysis of the current state of landslide and proposed remedial measures for the current state. Simulations of models were generated in 2D program Plaxis. The results are presented in the form of the achieved degree of slope stability.