Problems of stability of soil structures and the development of landslides, including the Black Sea coast, pose a significant danger to the population and existing buildings and structures. The development of landslides and landslide-prone slopes requires careful and detailed study, the results of which should be the basis for the implementation of measures for engineering protection of territories, taken into account in the design and construction of new facilities. When calculating the stability of slopes, there is a difference in the calculated values of the coefficients of stability in two-dimensional and three-dimensional problem statements. Analysis of the research indicates the need to take into account the influence of topographic conditions of the entire slope when calculating it in two-dimensional schemes within the designated areas. Determination of the coefficient of stability can be carried out by both analytical and graph-analytical methods. In most cases, the calculation of the stability of slopes and escarpment and the determination of the coefficient of stability is performed for two-dimensional sections constructed on lines that coincide with the most probable dir
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