20.500.12556/DKUM-99124 Analiza stabilnosti in dimenzioniranje armiranobetonskega podpornega zidu diplomsko delo Stability analysis and design of a reinforced concrete retaining wall V diplomskem delu je obravnavan armiranobetonski podporni zid. Glavni namen naloge je preveriti stabilnost zidu in določiti potrebno armaturo. Najprej so predstavljene osnovne značilnosti podpornih zidov, zemeljski pritiski, stabilnost in odvodnjavanje. Nato je izveden kontrolni analitični izračun, s katerim so preverjeni prevrnitev, zdrs, ekscentričnost in nosilnost temeljnih tal. V nadaljevanju je isti primer analiziran tudi s programom GEO5. V program so bili vneseni enaki vhodni podatki kot pri analitičnem izračunu, s čimer je bila omogočena primerjava analitičnega izračuna in izračuna s programskim orodjem. Ločeno je bilo izvedeno tudi dimenzioniranje armature stene podpornega zidu. Rezultati kažejo, da je izbrani podporni zid stabilen proti prevrnitvi in zdrsu ter da je izpolnjen pogoj nosilnosti temeljnih tal. Izbrana armatura izpolnjuje zahteve glede potrebne količine. Ugotovljeno je bilo, da program GEO5 omogoča hitro in pregledno preverjanje podpornih zidov, vendar je za razumevanje rezultatov še vedno pomemben osnovni analitični izračun. The diploma thesis deals with a reinforced concrete retaining wall. The main purpose of the thesis is to check the stability of the wall and determine the required reinforcement. First, the basic characteristics of retaining walls, earth pressures, stability and drainage are presented. Then, a control analytical calculation is carried out, where overturning, sliding, eccentricity and the bearing capacity of the foundation soil are checked. The same case is then analysed using the GEO5 software. The same input data as in the manual calculation were used in the program. This enabled a comparison between the analytical and software calculations. The reinforcement design of the wall stem was also carried out separately. The results show that the selected retaining wall is adequate with regard to the overturning and sliding. The bearing capacity condition of the foundation soil is also fulfilled. The selected reinforcement satisfies the required reinforcement area. It was found that GEO5 allows a quick and clear check of retaining walls, but the basic analytical calculation is still important for understanding the results. gradbeništvo armiranobetonski podporni zid stabilnost armiranobetonskega zidu nosilnost temeljnih tal dimenzioniranje armature GEO5 zemeljski pritiski civil engineering reinforced concrete retaining wall reinforced concrete wall stability bearing capacity of foundation soil reinforcement design GEO5 earth pressures true true false [R. Hozjan] Slovenski jezik Angleški jezik Diplomsko delo/naloga 2026-08-03 10:35:15 2026-08-28 12:58:10 2026-09-10 03:09:55 0000-00-00 00:00:00 2026 0 Maribor 0 Maribor 1 spletni vir (1 datoteka PDF (IX, 41 str.)) 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.164:624.012.45(043.2) 290523395 VS_Hozjan_Rok_2026.pdf VS_Hozjan_Rok_2026.pdf 1 2F72D6399325B28720C8D74C490781DB dea88737e3eb1975eff418295e41343202e54ad8c7b333eb33811361427872dd d2f0583e-9eca-11f1-b93e-00155d0001be https://dk.um.si/Dokument.php?lang=slv&id=210194 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0