This paper presents the impact of selected essential aspects of geological structure on the state of slope stability as assessed by changes in the safety factor ( SF ). The engineering geological slope features that were analysed include: (i) changes in soil cohesion and internal friction angle, (ii) presence of a weak soil layer and its span, (iii) structural discontinuity ( i.e . fault), (iv) soil permeability properties and water conditions ( i.e . groundwater level, long and heavy rainfall). A certain scheme of slope stability calculations has been proposed for a case involving complex geological conditions. The numerical modelling of a hypothetic slope was performed using the shear strength reduction method based on the finite element method.
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Kaczmarek et al. (2019) studied this question.
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