Statické posouzení propustku Mattenbach

Abstract

This thesis deals with the static analysis of the Mattenbach culvert in Switzerland. The introductory part introduces the placement of this culvert and characterizes the engineering-geological conditions of the locality. The next chapter describes the design of the culvert and follows the calculation of the load by variant procedures and their comparison. Modeling in Midas GTS NX software assesses the original structure and assesses the maximum possible weakening of the arch. The last part is the design of the culvert lining.