A case study of the landslide in Ciftlikkoy district Genclik street

In this study, definitions about slope stability problems were made. The main types of slope movements and their reasons are examined and examples of slope stability problems occurring in some parts of our country are given. Slope stability analysis methods are given. In order to examine slope stability in a healthy way, field studies and laboratory experiments were explained. In addition, information is given about the improvements that are applied to solve slope stability problems. In the case study of the study, in the light of the landslide laboratory test results on the road in the youth street of Yalova province Çiftlikköy district, it was examined by using Slide and Plaxis computer programs. Under the static and dynamic loads, the slope's safety coefficient and sliding circle are obtained by means of the slide program. Plaxis program is solved in 15 different ways using 3 different diameters and 5 different lengths. As a result of the analysis, a pile model of 8 meters in length with a diameter of 60 centimeters was preferred and the reinforcement details were made using the Autocad program during the design phase.