M.Sc. Tezi Görüntüleme | |||||||||||||||||||||
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Summary: It is known that tunnels, a kind of public works, are built for transportation, defending and storing. Nowadays, it is required much more construction of these structures becauseof broadening of cities, stabilization of road standards, increasing of defence and shelter needs, being uneven or/and valuable of land. In Türkiye, transportation tunnels are builtwidely. In addition, present conditions are required construction of defence tunnels. The design of tunnels requires a cooperative study of engineers from different branchesmore than other types of structures because of a special interaction between the tunnel and the ground.The principle goal of this study is to make synthesis study concerning subject of tunnels and explain systematically known analytical methods used design of this structures byeasing their usage with same symbols by means of this study. Thus, it is thought that engineers working subject on tunnel are provided for choosing suitable method compatiblewith ground. The study performed for this purpose includes three main chapters and one appendix.In the first chapter short history and classification of tunnels, essential investigations for construction, choosing method compatible with ground and encountered problems duringconstruction are emphasized. In the second chapter, information about tunnel lining is given and some known analytical and empirical methods used in their structural analysisare explained by using same symbols. Furthermore, some reminding about finite element methods is presented and numerical applications for one of the analytical methods aremade by developed computer program in this chapter. The main results and suggestions are summarised in the third chapter and this lastchapter is followed by the list of references and an appendix including source code of program developed for structural analysis of a tunnel lining and charts for empiricalmethods. Key Words: Tunnels, Linings, Design, Method, Analytical, Numerical |