M.Sc. Tezi Görüntüleme

      Effects which are temporary or permanent property occur in the engineering buildings such as dam, bridge, tunnel, viaduct and tower. Usually, these effects are formed from physical property of the grounds, weight of the build, active outside weight and similar effects. That shape and position changes occurred in the engineering buildings is determined is one of the practice lands of geodetic surveys. Deformations are experiment build and around at the end of this process. As cost of engineering buildings is high and in view of the use this builds carry importance, the monitoring of this build is very necessary at the socioeconomic vision.

      Passing is provided with tunnels on the roads such as highway, underground on the topographical builds which are uneven lands. That our country, especially East Karadeniz Region, has a mountainous topography needs often tunnels in the making of roads. In this study, it is aimed that deformations formed in the Trabzon 2 and Arhavi tunnels which are build on the main roads of East Karadeniz Region are determined with different methods such as geodetic, geotechnical and the finite element method. Thus, conclusions determined different methods are examined and deformations are more realistic interpreted.

      Key words: Deformation, Tunnel, Geodetic and Geotechnical Methods, The Finite Element Method