20.500.12556/RUL-188072 Račun nosilnosti pilotov po Evrokodu stare in nove generacije na konkretnem primeru obalne konstrukcije v Luki Koper diplomska naloga Calculation of pile resistance according to the first and second generations of Eurocode 7: a case study of a coastal structure in the Port of Koper V diplomski nalogi so primerjani postopki določanja tlačne odpornosti pilotov po prvi in drugi generaciji Evrokoda 7 na primeru obalne konstrukcije v Luki Koper. Obravnavani so rezultati statičnega obremenilnega preskusa jeklenega cevnega pilota premera 812,5 mm z zaprto konico iz leta 2007 ter dinamičnih preskusov pilotov premera 812,5 mm in 1016 mm z odprto konico, izvedenih v letih 2024 in 2025. V teoretičnem delu so predstavljeni statični in dinamični obremenilni preskusi ter postopki določanja karakteristične, reprezentativne in projektne odpornosti pilotov. V računskem delu so rezultati preskusov ovrednoteni po SIST EN 1997-1:2005 s slovenskim nacionalnim dodatkom ter po dokumentih druge generacije, FprEN 1997-1:2024 in prEN 1997-3:2022. Pri dinamičnih preskusih je obravnavana tudi vpliv vključitve dodatne meritve v posamezen nabor. Primerjava zajema računska postopka, rezultate poskusov različnih skupin pilotov in dobljene projektne odpornosti. The thesis compares the procedures for determining the compressive strength of piles according to the first and second generations of Eurocode 7 on the example of coastal structures in the Port of Koper. The results of the static load test of a steel tubular pile with a diameter of 812.5 mm with a closed tip from 2007 and the dynamic tests of piles with a diameter of 812.8 mm and 1016 mm with an open tip, carried out in 2024 and 2025, are discussed. The dynamically tested piles of smaller diameter are located in the area of the shore of Berth 12, while the piles of larger diameter are located in the area of the Ro-Ro pier. The theoretical part presents static and dynamic load tests and procedures for determining the characteristic, representative and design resistance of piles. In the calculation part, the test results are evaluated according to SIST EN 1997-1:2005 with the Slovenian national addition and according to the second generation documents FprEN 1997-1:2024 and prEN 1997-3:2022. In the case of dynamic tests, the impact of including an additional measurement in an individual set is also discussed. The comparison covers the calculation procedures, test results of different groups of piles and the obtained design resistances. diplomske naloge gradbeništvo Evrokod 7 jekleni cevni piloti statični obremenilni preskus dinamični obremenilni preskus projektna tlačna odpornost delni faktorji Ro-Ro pomol Luka Koper graduation thesis civil engineering Eurocode 7 steel pipe piles static load test dynamic load test design compressive resistance partial factors Ro-Ro pier Port of Koper true false false [T. Seljak] Slovenski jezik Angleški jezik Diplomsko delo/naloga 2026-09-18 08:45:08 2026-09-18 08:45:15 2026-09-21 08:57:13 0000-00-00 00:00:00 2026 0 Ljubljana 2026 Ljubljana 1 spletni vir (1 datoteka PDF (X, 30 str.)) 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.014.27(043.2) 182527 291723779 23285.pdf 23285.pdf 1 A472F06EEF442ABB9B0CDF979B38E597 c4552edc0163c49b5917a504744016c444cc065dcfcf95d6bdbcc4a18bbe26ef 7f02d0dd-b32c-11f1-8bc5-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=248073 Fakulteta za gradbeništvo in geodezijo 0 0 0