Monitoring the deformations of the Taksim Kabataş funicular system

Nowadays; it is very important for humans and enviromental security to monitoring the big engineering structures and the movements that happen near them, determining the deformations which effect these structures by the function of time and determining these effects to be caused any damages as much as earlier. Especially for the big engineering structures it is necessary to make deformation measurements and also comment these datas right that obtained with these measurements. In this study; the deformation measurements for the Taksim- Kabatas funicular system is examined. For these measurements; three different area is chosen. Generally; these chosen areas are the corner points of the structures on the earth?s surface and also these areas are included to the funicular system?s alignment through the earth surface. It is aimed that the chosen areas have the characteristic properties. Through to this aim; the areas are the German Consulate, AKM and the buildings that found intensively. In this study; for the earth surveys, levelling measurements are made and for the tunnel surveys that include converian measurements are also made. Key words: deformation analysis, deformation, levelling measurements, funicular system, converian datas