20.500.12556/DKUM-99952 Parametrična analiza pasovnega temelja mostnega opornika Parametric analysis of the strip footing of a bridge abutment Diplomsko delo obravnava parametrično analizo pasovnega temelja mostnega opornika za drenirane in nedrenirane pogoje temeljnih tal. V uvodnem delu je predstavljena teoretična osnova plitvega temeljenja ter enačbe za določitev nosilnosti temeljnih tal, ločeno za drenirane in nedrenirane pogoje. Na podlagi teh enačb je bila izvedena parametrična analiza, pri kateri so bili pri dreniranem pogoju spreminjani razpon mostu, strižni kot tal in kohezija, kar je pomenilo 125 kombinacij, pri nedreniranem pogoju pa razpon mostu in nedrenirana strižna trdnost, kar je pomenilo 25 kombinacij. Za vsako kombinacijo je bila izračunana potrebna širina temelja, pri čemer je bilo preverjeno, ali je merodajna nosilnost temeljnih tal, zdrs ali ekscentričnost obtežbe. Rezultati so prikazani v preglednicah in dopolnjeni z analizo občutljivosti v obliki grafov, ki pokažejo, kako posamezni vhodni parametri vplivajo na projektno obremenitev in izkoriščenost nosilnosti temelja. Na koncu so ključne ugotovitve za oba pogoja povzete v zaključku. This thesis presents a parametric analysis of a strip foundation for a bridge abutment under drained and undrained soil conditions. The introductory part outlines the theoretical basis of shallow foundation design, together with the equations for determining the bearing capacity of the foundation soil, separately for drained and undrained conditions. Based on these equations, a parametric analysis was carried out in which, for the drained condition, the bridge span, the angle of internal friction, and the cohesion were varied, resulting in 125 combinations, while for the undrained condition, the bridge span and the undrained shear strength were varied, resulting in 25 combinations. For each combination, the required foundation width was calculated, and it was checked whether the governing condition was the bearing capacity of the foundation soil, sliding, or the eccentricity of the load. The results are presented in tables and supplemented with a sensitivity analysis in the form of graphs, showing how individual input parameters affect the design load and the utilization of the foundation's bearing capacity. Finally, the key findings for both conditions are summarized in the conclusion. pasovni temelj mostni opornik nosilnost tal parametrična analiza strip foundation bridge abutment bearing capacity parametric analysis true true false Slovenski jezik Angleški jezik Diplomsko delo/naloga 2026-08-31 16:59:11 2026-09-10 12:53:57 2026-09-11 03:08:02 0000-00-00 00:00:00 2026 0 Maribor 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 VS_Mitovski_Kristijan_2026.pdf VS_Mitovski_Kristijan_2026.pdf 1 F501C6292601B049BCD217E6CD2908F2 958591fc9505f8d5e78489878012f97fd81edb3abc545fc08a5cdba0acedab9c a033257a-a6ac-11f1-aef5-00155d0001be https://dk.um.si/Dokument.php?lang=slv&id=211270 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0