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The paper presents a proposed method for determining the failure surface of a landslide based on Maslov?s method. Maslov?s approach defines the stable slope inclination by accounting for the additional apparent stability provided by cohesion, compared with the infinite-slope model for a cohesionless soil mass. The original formulation considers a uniform slope and relates the stable inclination to the maximum stress acting at the toe of the soil mass. However, when Maslov?s equation is applied progressively from t...