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Title:Tehnološki elaborat in izvedba opornega zidu
Authors:Gmajner, Tjaša (Author)
Štrukelj, Andrej (Mentor) More about this mentor... New window
Macuh, Borut (Co-mentor)
Žibert, Aleš (Co-mentor)
Files:.pdf MAG_Gmajner_Tjasa_2017.pdf (38,62 MB)
 
Language:Slovenian
Work type:Master's thesis/paper (mb22)
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract: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.
Keywords:oporne konstrukcije, podporne konstrukcije, tehnološki elaborat, geotehnična sidra, Plaxis 2D, preverjanje globalne stabilnosti
Year of publishing:2017
Publisher:[T. Gmajner]
Source:Maribor
UDC:624.137.5.046.3(043.2)
COBISS_ID:20579350 Link is opened in a new window
NUK URN:URN:SI:UM:DK:ENCOM7RP
Views:1271
Downloads:278
Metadata:XML RDF-CHPDL DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:Technological elaboration and construction process of a retaining wall
Abstract: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.
Keywords:retaining structures, support structures, technological study, geotechnical anchors, Plaxis 2D, verification of global stability


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