Earthquakes are main landslides trigger in the world. According to statistics on earthquake-induced landslides in the past, several factors can influence on the results and scale of landslides, such as the nature of the earthquake (triggering factors) and the geograp- hical, hydrological and meteorological conditions of the location of the landslide (potential factors). Soil behavior under dynamic loading conditions is still the subject of many researches and should not be viewed as an isolated element but as a larger whole. Physical models are often and widely used in landslide research. They enable direct and accurate measurement of the main triggers and features of the fundamental processes that regulate landslides. Physical modeling is used to: investigate general or specific landslide mechanisms, validate mathematical formulations or numerical codes and infer what a scenario might look like under certain conditions that would trigger a landslide on a real in-situ slope. One of the main goals of the four-year research project "Physical modelling of landslide remediation constructions’ behavior under static and seismic actions" at the Faculty of Civil Engineering, University of Rijeka, was to develop platforms that enable the study of small-scale physical landslide model in static (rain) and seismic (earthquake) conditions. The main idea of this thesis is to establish a plan for measuring the acceleration in the body of the slope and to analyze the data in the case of a slope under dynamic load. Based on the measured data, try to determine the cyclic behavior and compare the behavior of three different types of materials from which the slope is made (pure sand, sand with 10% kaolin and sand with 15% kaolin).