Landslides are very complex geomorphological events caused by the movement of soil, rocks and organic materials in the direction of gravity. Numerical models refer to mathematical definitions for predicting these geomorphological behaviours and their interactions with the environment. In finite element method, very complex physical equations can be simulated simply by using numerical model approaches. In this study, the static and dynamic behaviours of the existing structures in an area that could create a landslide potential in Zonguldak province, Kozlu district were examined by finite elements method. In the analyses, the drilling data obtained from the study area were implemented in the model, while the existing buildings in the area were represented with loads varying between 50 kPa and 100 kPa in the basement. Accordingly, in the stability of slope, the maximum displacements in the creep zone of the landslide were obtained as 28.45 cm in the model analysis. In addition, the dynamic behaviour of the potential landslide region was investigated by using the acceleration record of Mw 7.2 Düzce earthquake, selected in accordance with the seismicity of the region in numerical model. During dynamic phase, the steady state has changed, and the earthquake-related collapse and displacement movements were obtained in the study area. Accordingly, the maximum vertical and horizontal displacements were obtained in the toe of the landslide around 40-50 cm. During the earthquake, it was observed that geomorphological deformations occurred in the ground due to the effect of the soft soil and average slope of 20°. In conclusion, it has been determined that disaster hazard reduction methods should be applied in the region in order to prevent loss of life and property in the settlement area in case of a possible earthquake.