20.500.12556/RUL-161516 Geotehnične analize za suhi zadrževalnik Pradisjol diplomska naloga Geotechnical analyses for the dry retention basin Pradisjol graduation thesis Predmet diplomske naloge so geotehnične analize nasipa suhega zadrževalnika Pradisjol, katerega funkcija bo izboljšanje poplavne varnosti na povodju reke Badaševice v Mestni občini Koper. Cilj diplomske naloge je bil izvesti laboratorijske preiskave odvzetih vzorcev zemljin z območja zadrževalnika, rezultate primerjati z arhivskimi rezultati terenskih in laboratorijskih preiskav, določiti sestavo tal, materialne parametre zemljin in izvesti geotehnično analizo zadrževalnega nasipa. V okviru laboratorijskih preiskav smo na preizkušancih iz vzorcev, odvzetih na območju zadrževalnika, opravili preiskave za klasifikacijo zemljin, preiskave stisljivosti in vodoprepustnosti. Na podlagi opravljenih preiskav in primerjave rezultatov z arhivskimi podatki, smo določili mehanske lastnosti zemljin in izvršili geotehnično analizo nasipa suhega zadrževalnika. Slednja je obsegala določitev modela tal, izračun posedkov in konsolidacije temeljnih tal pod nasipom, ter izračun stabilnosti zadrževalnega nasipa. Geotehnične analize so potrdile ustreznost predvidene zasnove zadrževalnega nasipa. Računska analiza posedkov in konsolidacije tal, izvedena s programskim orodjem Setlle3D, je pokazala zmerne posedke in zadovoljiv časovni potek konsolidacije. Analiza stabilnosti, ki smo jo izvedli s programskim orodjem Slide2, je pokazala ustrezno računsko varnost zadrževalnega nasipa v statičnih pogojih in v primeru potresa. The subject of this work is the geotechnical analysis of the Pradisjol dry retention basin embankment, whose function will be to improve flood safety in the Badaševice catchment area in the Municipality of Koper. The aim of the work was to carry out laboratory tests on soil samples from the area of the retention basin, to compare the results with archived field and laboratory tests, to determine the soil composition and material parameters and to carry out a geotechnical analysis of the structure. As part of the laboratory investigations, we carried out soil classification, compressibility and permeability tests on samples from the area of the retention basin. On the basis of these tests and by comparing the results with archive data, the mechanical properties of the soils were determined, which are decisive for the definition of the soil model, and a geotechnical analysis of the structure was carried out. This analysis included the definition of the soil model, the calculation of the settlements and consolidation of the foundation soils and the evaluation of the stability of the retention embankment. The geotechnical analyses confirmed the suitability of the proposed design for the retention embankment. The ground settlement and consolidation analysis, performed with Settle3D software, showed moderate settlements and a satisfactory consolidation progression. The stability analysis carried out with the Slide2 software showed adequate safety under static conditions and in seismic events. diplomske naloge gradbeništvo suhi zadrževalniki laboratorijske preiskave klasifikacija zemljin konsolidacija analiza stabilnosti potresi graduation thesis civil engineering dry retention basins laboratory tests soil classification consolidation stability analysis earthquakes true false false [J. Panič] Slovenski jezik Angleški jezik Diplomsko delo/naloga 2024-09-12 07:46:41 2024-09-12 07:46:44 2025-08-08 13:41:39 0000-00-00 00:00:00 2024 0 Ljubljana 2024 Ljubljana 1 spletni vir (1 datotek PDF (XII, 34 str., 10 str. pril.)) 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.131(497.4)(043.2) 164510 207584771 15020.pdf 15020.pdf 1 A33CE1B085500D64245D9EDA9167D703 351c70161e4c86dc6c650bdba9479430e4f847cc4d0b5d488c5ea1e56b9e345c 5776d34f-70ca-11ef-b232-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=190470 Fakulteta za gradbeništvo in geodezijo 0 0 0