Obrađen je problem analize stabilnosti pokosa projektirane obaloutvrde „Vukovar“ uz rijeku Dunav. Provedena je hidrološka analiza mjerenih vodostaja u svrhu definiranja mjerodavnih parametara vezanih za vodostaje bitnih za analizu stabilnosti pri naglom sniženju. Glavni cilj ovog rada bio je prikazati rezultate analize preraspodjele pornih tlakova i analize stabilnosti dvaju sličnih numeričkih modela obaloutvrde izrađenih kombinacijom programskih paketa SEEP/W i SLOPE/W te usporedba rezultata. Analize su izvršene prema metodi efektivnih naprezanja osnovanoj na potpuno uparenoj vremenskoj analizi procjeđivanja/naprezanja. Uspoređeni su rezultati proračunati korištenjem uobičajenih inženjerskih pretpostavki sa onima dobivenim hidrološkom analizom te su u zaključku dane preporuke za daljnje analize.

This work contains an elaboration of the slope stability analysis for the embankment „Vukovar“ designed along the Danube river. Water level measurements were analyzed in order to define critical water level related parameters relevant for the the rapid drawdown stability analysis. Combining software packages SEEP/W and SLOPE/W the pore-water pressure development analysis and the stability analysis of the embankment were shown and compared for two similar constructed numerical models which was the main objectiv of this work. The analysis were made using the effective stress method based on fully coupled transient seepage/stress analysis. The calculation results made by using frequent engineering assumptions were compared with results made by using the hydrological analysis parameters and recomendations for future analysis were given in the conclusion.