Návrh alternativního řešení zajištění železniční trati

Abstract

The work deals with the stability of spread foundation the railway station and the calculation of stress-strain states in the body of the new embankment. Input parameters were obtained from the geotechnical exploration for the specific subsoil conditions (dynamic penetration, laboratory tests). To address the objectives of the work program is used by software GEO5 FINE Ltd. Modules were used in slope stability and FEM (finite element method). To verify the results obtained by modeling was performed hand calculation of stability for the most dangerous slip surface according to Petterson belt method. In conclusion, an evaluation of possible design solutions with a combination of spread and and deep foundation.