Stanovení parametrů smykové pevnosti zemin na smykové ploše sesuvu svahu s využitím metod mezní rovnováhy

Abstract

The Goal of this bachelor thesis is to verify the determination‘s options of the shear strength parameters on the slip plane based on the limit equilibrium methods. This issue is about determination by back analysis the use of computational software. In the introduction there are some basic issues of the shear strength parameters and analyze differences between real and measured strength explained. Subsequently the evaluation by limit equilibrium method is explained including the issues of back analysis. In the next phase there is made an evaluation, firstly on the examining slope which is followed by a real one. In the last part is all process summarized and evaluated.