Statické posouzení tunelu Polana na dálnici D3 - Slovenská republika

Abstract

This thesis deals with the highway tunnel Polana and it compares the results of geotechnical monitoring to the three-dimensional model. The aim on the work was to make a reverse analysis of the real implementation of the primary lining of the tunnel Polana on a mathematical model. With the help of modelling it was examined whether while constructing some changes could be made compared to the reality. It focuses mainly on the changes in the thickness of lining and the stroke length and evaluates that effect it will have on the deformation of the excavation.