Abstract
The paper is focused on the analysis of slope stability. The problem of slope stability is processed theoretically and parametrically - parametrical study. Factors that affect slope stability include: geomorphological conditions, geological conditions, soil and rock properties, and external loads (for example, from traffic, nearby structures, possible vibrations). The shear stress parameters of soil are a keys design parameters for assessment of slope stability. The aim of the parametric study is to point out the importance of knowing the shear stress parameters of soils in assessing the slope stability. By comparing obtained result, it was founded, that change the cohesive has a significant effect on the stability factor.
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