Analysis of the stability of the Lipovica dam using the Karlsruhe method

Abstract

The topic of the paper deals with the analysis of the stability of the geodetic 2D network of the "Lipovica" dam using the Karlsruhe method of deformation analysis. In the first part of the paper, in a concise manner, a general classification of deformation models that are used in the realization of geodetic observation is given. A separate chapter is dedicated to the description of the Karlsruhe method itself, its algorithm and the method of application. The effectiveness of the method was separately discussed on the practical example of the geodetic 2D network of the "Lipovica" dam, whose control ephe data were simulated. This analysis determined the agreement between the simulated displacement values and the values detected by the Karlsruhe method, with all input data necessary for repeating the procedure available in the work.