Eurocode 7 recommendations for ultimate limit state design allows for the use of advanced numerical methods such as Finite Element Method. It allows for comprehensive analysis of soil behavior and soil-structure interaction. The paper presents issues related to the use of partial factors for geotechnical parameters in the stability analysis using Finite Element Method. According to the Polish National Annex to Eurocode 7, values not equal to one are necessary only in case of the third design approach. It was introduced as obligatory in case of stability analysis, for which the concept of partial factors is relatively new compared to the previous practice of using overall factor of safety.

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