"RIV/68378297:_____/08:00314198" . "Z(AV0Z20710524)" . "Numerical study using the programme ANSYS deals with the generation of the numerical model and with the examination of the influence of the geosynthetic grid on the carrying - capacity and deformation of the simple railway's embankment on the less load-bearing subsoil. The stiffening grid is located on the separation of the embankment and the subsoil. The grid effect on the behaviour of the soil construction with the different height of layers is studied."@en . "Railway embankment reinforced by geogrid"@en . "Luha\u010Dovice" . . . . . "\u017Delezni\u010Dn\u00ED n\u00E1sep vyztu\u017Een\u00FD geom\u0159\u00ED\u017Ekou"@cs . "[58095DD57581]" . "Brno" . "978-80-254-3355-3" . . "\u017Delezni\u010Dn\u00ED n\u00E1sep vyztu\u017Een\u00FD geom\u0159\u00ED\u017Ekou" . . . "\u017Delezni\u010Dn\u00ED n\u00E1sep vyztu\u017Een\u00FD geom\u0159\u00ED\u017Ekou" . . . "Numerick\u00E1 studie v programu ANSYS se zab\u00FDv\u00E1 tvorbou v\u00FDpo\u010Dtov\u00E9ho modelu a posouzen\u00EDm vlivu geosyntetick\u00E9 m\u0159\u00ED\u017Eky na \u00FAnosnost a p\u0159etvo\u0159en\u00ED jednoduch\u00E9ho \u017Eelezni\u010Dn\u00EDho n\u00E1spu na m\u00E9n\u011B \u00FAnosn\u00E9m podlo\u017E\u00ED. V\u00FDztu\u017En\u00E1 m\u0159\u00ED\u017Eka je um\u00EDst\u011Bna na rozhran\u00ED n\u00E1spu a podlo\u017E\u00ED. Je studov\u00E1n jej\u00ED \u00FA\u010Dinek na chov\u00E1n\u00ED zemn\u00ED konstrukce s r\u016Fzn\u00FDmi mocnostmi vrstev." . "\u017Delezni\u010Dn\u00ED n\u00E1sep vyztu\u017Een\u00FD geom\u0159\u00ED\u017Ekou"@cs . "2008-11-05+01:00"^^ . . "1"^^ . . "RIV/68378297:_____/08:00314198!RIV09-AV0-68378297" . "1"^^ . . "7"^^ . . "Railway embankment reinforced by geogrid"@en . . "geosynthetics; reinforced embankment; fem"@en . . "Micka, Michal" . "406693" . "SVS FEM s.r.o" . "1. ANSYS konference 2008" . "Numerick\u00E1 studie v programu ANSYS se zab\u00FDv\u00E1 tvorbou v\u00FDpo\u010Dtov\u00E9ho modelu a posouzen\u00EDm vlivu geosyntetick\u00E9 m\u0159\u00ED\u017Eky na \u00FAnosnost a p\u0159etvo\u0159en\u00ED jednoduch\u00E9ho \u017Eelezni\u010Dn\u00EDho n\u00E1spu na m\u00E9n\u011B \u00FAnosn\u00E9m podlo\u017E\u00ED. V\u00FDztu\u017En\u00E1 m\u0159\u00ED\u017Eka je um\u00EDst\u011Bna na rozhran\u00ED n\u00E1spu a podlo\u017E\u00ED. Je studov\u00E1n jej\u00ED \u00FA\u010Dinek na chov\u00E1n\u00ED zemn\u00ED konstrukce s r\u016Fzn\u00FDmi mocnostmi vrstev."@cs . .