Abstract
The paper deals with the assessment of slope stability on the road II / 595 near the village Zlatno before and after the landslide caused by floods in 2010. For proposal for a comprehensive assessment and possible remedial action is necessary to know the geological conditions and choose the appropriate method for to assess slope stability. The calculation of factor of safety was made using GEO 5 software. The critical factors of safety have been determined by Petterson and Sarma Methods. After finding the most unfavorable slip surface has been made a proposal of remediation measures. The paper presents various solutions to ensure slope stability of the road. The most appropriate remedial action is Variant III - reinforced slope, because he had a greater factor of safety.
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