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317. Analytical and numerical factor of safety (uls) calculations on reinforced embankmentsTadej Vidnar, 2017 Ključne besede: civil engineering, finite element method (FEM), limit equilibrium method (LEM), embankments, slope stability, bearing capacity failure, geosynthetics, geogrids, shear strains Objavljeno v DKUM: 27.09.2017; Ogledov: 1587; Prenosov: 248
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