20.500.12556/DKUM-65182 Tehnološki elaborat in izvedba opornega zidu Technological elaboration and construction process of a retaining wall V prvem delu magistrske naloge je opisana osnovna delitev opornih in podpornih konstrukcij, njihov namen in izvedba. Prikazali smo različne sisteme sidranja opornih in podpornih konstrukcij. V nadaljevanju smo za praktičen primer izdelali tehnološki elaborat izvedbe s preračunom globalne stabilnosti za posamezno fazo gradnje. Posebno poglavje smo namenili izvedbi opornega zidu OZ 12, ki je ob AC Draženci – MMP Gruškovje. Dolžina zidu znaša 115,196 m in je do višine 6,0 m zasnovan kot kamnita zložba, pri večjih višinah (od 6 do 8 m) pa je zasnovan kot branasta konstrukcija z vmesnimi kamnitimi polnili. Branasto konstrukcijo sestavljajo sidrani vertikalni slopi in horizontalne grede. Naklon branaste konstrukcije znaša 3 : 1, s čimer je zagotovljen enotni čelni naklon na celotni oporni konstrukciji. V zaključku smo povzeli skladnost predhodno izdelanega tehnološkega elaborata z dejansko izvedbo opornega zidu na terenu. The first part of the master's thesis describes the basic division of retaining and supporting structures, their purpose and execution. We have also presented various anchoring systems of supporting and retaining structures. Furthermore, we have created a practical example of the implementation of technological study with the adjustment of global stability for each phase of construction. A special chapter was devoted to the implementation of the retaining wall OZ 12, which is located at the AC Draženci ‒ MMP Gruškovje. The length of the wall is 115.196 m and up to a height of 6.0 m is designed as a rocky wall or stone wall, at higher altitudes (from 6.0 to 8.3 m) is designed as a anchored frame structure with intermediate stone fillers. Anchored frame structure consists of anchored vertical columns and horizontal beams. Inclination of harrow structure is 3 : 1, thereby to provide a single front slope of the entire supporting structure. In conclusion, we summarized the compliance of pre-made technological study with the actual implementation of the retaining wall on the ground. oporne konstrukcije podporne konstrukcije tehnološki elaborat geotehnična sidra Plaxis 2D preverjanje globalne stabilnosti retaining structures support structures technological study geotechnical anchors Plaxis 2D verification of global stability true true false [T. Gmajner] Slovenski jezik Angleški jezik Magistrsko delo/naloga 2017-03-15 15:59:14 2017-04-04 11:58:54 2022-07-07 03:08:32 2019-07-11 15:10:15 2017 0 Maribor 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.137.5.046.3(043.2) 20579350 URN:SI:UM:DK:ENCOM7RP MAG_Gmajner_Tjasa_2017.pdf MAG_Gmajner_Tjasa_2017.pdf 1 99810BAD2764389845C131023371DA4F 8179279f56b1d3d1e56210a581bfe56a2421a2eac016bb0b8c72b07352139558 0aafbcc0-7c0e-11eb-bb7a-00155d0001ca https://dk.um.si/Dokument.php?lang=slv&id=110373 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0