TY - GEN A1 - Szajna, Waldemar St. A2 - Gontaszewska-Piekarz, Agnieszka - red. PB - Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego N2 - The paper presents an application of the finile element method for slope stability analysis as an alternative to traditional methods of limit equilibrium. An elasto-plastic constitutive model of soil is taken into account. Slope failure produced by finite element approach occurs naturally in the zones where shear stresses exceeds shear strength of the soil. N2 - The benefits of the metbod are especially visible in the cases of a complicated arrangement of soil layers e.g. in glacitectonically deformed soils. A simulation of the slope behavior during an excavation process is presented. L1 - http://zbc.uz.zgora.pl/Content/45377/PDF/17_szajna_numeryczna.pdf L2 - http://zbc.uz.zgora.pl/Content/45377 KW - X jubileuszowe sympozjum glacitektoniki T1 - Numeryczna analiza stateczności skarp podczas wykonywania wykopu w gruntach zaburzonych glacitektonicznie = Numerical analysis of slope stability during excavation in glacitectonically deformed soils UR - http://zbc.uz.zgora.pl/dlibra/docmetadata?id=45377 ER -