INVESTIGATION OF LEAK AND STABILITY ANALYSIS IN KOLLUDERE POND

Dams and ponds as engineering structures pose various risks during design, construction operation. Deformation in dams, slope stability problems or excessive pore pressure can cause serious damage that cannot be prevented. It is critical to position these areas correctly evaluate the potential quantitatively. In rockfill work needs done planning project phase, especially on infiltration safety. Otherwise, damages prevented may occur dams. this article, an example of dam type, body analyzes 34 m high Kolludere Pond were calculated using finite element method. The Geostudio program developed by Geo-Slope company was used calculation analysis. For analysis, parameter values included field studies carried out with DSI used. modeled laboratory experiments. As a result modeling, whether pond remained safety analysis results evaluated.