20.500.12556/DKUM-38190 Geotehnično poročilo za stanovanjski objekt Geotehnical report or residential building V diplomski nalogi je prikazan postopek izdelave geotehničnega poročila za stanovanjski objekt od začetnih meritev na terenu s terenskimi preiskavami pa vse do končnih rezultatov kabinetnih del z interpretacijo terenskih in laboratorijskih preiskav. V prvem delu projektne naloge so podani namen in metode izdelave geotehničnega poročila. Opisane so osnovne metode za določanje stabilnosti terena, načini temeljenja, terenske in laboratorijske preiskave, merilna ter programska oprema. V nadaljevanju smo izvedli dejanske meritve na terenu. Na podlagi izmerjenih podatkov s terena smo izrisali geotehnične profile. Nato smo ovrednotili merjene vrednosti in izračunali potrebne fizikalne karakteristike (kot so kohezija, strižni kot, modul stisljivosti,…) ter napetosti v tleh, pomike… Za določitev stabilnosti terena smo izvedli analizo stabilnosti. Na podlagi meritev, ogleda terena ter izračunov smo podali smernice za izvajanje zemeljskih del ter temeljenje objekta. Hkrati smo v poročilo dodali vse potrebne podatke za geotehnično poročilo. Ti so geološke in hidrološke osnove terena, reliefne značilnosti terena, podzemna voda, karakteristike zemljin, seizmične lastnosti. The thesis shows the manufacturing process of geotechnical report for the residential building from the initial field measurements with field investigations all the way to the final results of the cabinet works to the interpretation of field and laboratory investigations. In the first part of the project work is given the purpose and the method of manufacture of geotechnical report. The basic methods for determining the stability of the terrain, foundation methods, field and laboratory testing, measuring equipment and software are described. In addition, we performed actual field measurements. Based on the measured field data, the geotechnical profiles were sketched. Then the measured values were evaluated and the necessary physical characteristics were calculated (such as cohesion, shear angle, compression module, etc.) and the vertical stresses in the soil movements were calculated. To determine the stability of the terrain, we carried out the stability analyses. Based on the measurements, field visit and calculations are provided guidelines for the implementation of earthworks and foundation building. At the same time, all the necessary information needed for the geotechnical report was added. These are geological and hydrological base terrain relief terrain features, ground water, soil characteristics, and seismic properties. geotehnika geologija analiza stabilnosti geotehnični profil geotechnics geology stability analysis geotechnical profile true true false [J. Remic] Slovenski jezik Angleški jezik Delo diplomskega projekta/projektno delo 2012-09-19 09:11:04 2012-09-20 10:45:37 2022-04-25 23:16:18 2021-04-17 03:45:19 2012 0 Maribor 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.13 18094614 URN:SI:UM:DK:0U4S7M4B UNI_Remic_Jernej_2012.pdf UNI_Remic_Jernej_2012.pdf 1 A3816A42A2C0A5A05B3E2A2CB682D306 6dea5a34c533d40e71fa79ec2b48db4ae29bc3b9fc15c689d50742be8e5cbea3 70766870-7c08-11eb-bb7a-00155d0001ca 20.500.12556/dkum/0ef84a70-b1ff-4fa7-bcd1-51626e63f2ac https://dk.um.si/Dokument.php?lang=slv&id=50862 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0