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Title:TEHNOLOGIJE IZKOPA PREDOROV
Authors:Nikić, Dalibor (Author)
Macuh, Borut (Mentor) More about this mentor... New window
Štrukelj, Andrej (Co-mentor)
Files:.pdf VS_Nikic_Dalibor_2011.pdf (10,60 MB)
 
Language:Slovenian
Work type:Undergraduate thesis (m5)
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Pri izgradnji predorov mora biti izbrana tehnologija izkopa, ki čim manj poškoduje kamninsko maso v okolici izkopanega prostora, medtem ko pri masivnem izkopu to ni toliko pomembno. Med klasične tehnologije sodijo običajne tehnike miniranja; poleg teh se za izkop uporabljajo stroji različnih konstrukcij in različnih tehnik. Za izgradnjo predora se lahko uporabi vsaka tehnologija, ki je bila uspešno preizkušena. Izbira med posameznimi razpoložljivimi tehnologijami je odvisna predvsem od geometrijskih pogojev (dolžine in širina prečnega profila tunela), kakor tudi geoloških in geotehniških razmer na širšem območju gradnje. Odvisna je tudi od načrtovane rabe prostora nad predorom ali že izrabljenega prostora povezanega z občutljivostjo morebitnih objektov na deformacije, ki bi nastale v času gradnje predora.
Keywords:gradbeništvo, izkop, predor, stabilizacija izkopa
Year of publishing:2011
Publisher:[D. Nikić]
Source:Maribor
UDC:624.191:624.12/.13(043.2)
COBISS_ID:15036694 Link is opened in a new window
NUK URN:URN:SI:UM:DK:PY3MSHJK
Views:2338
Downloads:624
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Secondary language

Language:English
Title:TUNNEL EXCAVATION TECHNOLOGY
Abstract:In the construction of tunnels should be chosen technology excavation that minimize damage of the rock mass around the excavated region, while in the massive excavation this is not so important. Conventional technologies include conventional mining techniques, additionally digging machines of different constructions and different techniques are used. The tunnel can be constructed by any technology that has been successfully tested in the past. The choice between different available techniques depends largely on the geometrical conditions (length and width of the cross-section of the tunnel), as well as geological and geotechnical conditions in the wider construction region. It also depends on the intended use of space above the tunnel or already spent space associated with the sensitivity of eventual buildings on the deformation occurred during the construction of the tunnel.
Keywords:civil engineering, excavation, tunnel, stabilization of the excavation


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