Sanace nestabilního silničního násypu armovanou zeminou

Abstract

The goal of this work is to assess the stability of the slope where due to dysfunctional culvert there was a distortion of the road body and the subsequent assessment of slope stability for remediation of reinforced soil. At the beginning of the work deals with geomorphology, geology and hydrogeology of the area of interest. The next steps are discussed bedrock at the building site, soil evaluation and assessment of the reasons why the deformations of the road. Furthermore, the work deals with technology of reinforced earth. Followed describe remediation construction and model analysis. A lot of room bachelor of the modeling slope stability and reinforced embankments in the program GEO5. Finally, this thesis is to evaluate what length geo brace is necessary for satisfactory stability of the slope.