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Vzpostavitev geotehničnega monitoringa na objektih v sklopu projekta 3. razvojna os - predor Konovo in oporna stena OK52
ID Skok, Denis (Avtor), ID Šporin, Jurij (Mentor) Več o mentorju... Povezava se odpre v novem oknu, ID Volk, Boštjan (Komentor)

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Izvleček
Obsežnost sistemov monitoringa je široka in kompleksna, zaradi česar se naloga omeji na prikaz in vrednotenje monitoringa podzemnega objekta predora in pripadajoče oporne stene. V nalogi je predstavljeno, kako je ta vključen v projektno in izvedbeno dokumentacijo, kakšen je postopek njegove vzpostavitve, kaj zajema monitoring takih objektov in kako rezultate monitoringa interpretiramo. V začetku naloge so opisane osnove geotehničnega monitoringa, ki pripomorejo k lažjemu razumevanju naslednjih poglavij, kjer je se naloga osredotoči na dejansko izvedbo sistema monitoringa na objektih. Poglavje obravnava geotehnični monitoring, njegov namen in pomen pri spremljanju obnašanja tal in konstrukcij ter merilne naprave in metode, ki se pri tem uporabljajo. Sledi opis same tretje razvojne osi in umestitev predora Konovo in oporne konstrukcije OK52 v širši projektni sklop. Četrto poglavje se osredotoči na konkretno geologijo in litografijo, ki jo najdemo na območju gradnje oporne stene in predora. Opisane so metode, s katerimi je bila geologija raziskana in opisana, terenske in laboratorijske preiskave, ki so bile izvedene, ter geotehnični parametri, pridobljeni na njihovi podlagi. Zadnje poglavje se posebej osredotoči na geotehnični monitoring deformacij in napetosti hribin ter podporja na oporni steni in v predoru. Merilne metode, način vgradnje in namestitve merilnih instrumentov ter priprava merilnega sistema za zajem in obdelavo podatkov kako so bili instrumenti in sonde vgrajene ter pripravljene za pridobivanje rezultatov. Seveda je potrebno dobljene rezultate tudi razumeti, jih interpretirati in tudi grafično prikazati, s čimer je naloga zaključena. Tako je mogoče spoznati pravi pomen geotehničnega monitoringa in njegovo pomembnost.

Jezik:Slovenski jezik
Ključne besede:geotehnični monitoring, predor, oporni zid, podzemni objekt, sidrana pilotna stena
Vrsta gradiva:Diplomsko delo/naloga
Organizacija:NTF - Naravoslovnotehniška fakulteta
Leto izida:2026
PID:20.500.12556/RUL-188380 Povezava se odpre v novem oknu
Datum objave v RUL:22.09.2026
Število ogledov:22
Število prenosov:1
Metapodatki:XML DC-XML DC-RDF
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Sekundarni jezik

Jezik:Angleški jezik
Naslov:Implementation of Geotechnical Monitoring for Structures within the Third Development Axis Project – Konovo Tunnel and OK52 Retaining Wall
Izvleček:
The scope of monitoring systems is broad and complex, which is why in the thesis I limited myself to the presentation and evaluation of monitoring of an underground tunnel structure and the associated retaining wall. The thesis presents how it is included in the design and construction documentation, what the procedure for its establishment is, what the monitoring of such structures includes, and how the monitoring results are interpreted.At the beginning of the thesis, the basics of geotechnical monitoring are described, which contribute to an easier understanding of the following chapters, where the thesis focuses on the actual implementation of the monitoring system on the structures. The chapter discusses geotechnical monitoring, its purpose and significance in monitoring the behaviour of soil and structures, as well as the measuring devices and methods used for this purpose.This is followed by a description of the Third Development Axis itself and the placement of the Konovo Tunnel and the retaining structure OK52 within the broader project framework. The fourth chapter focuses on the specific geology and lithography found in the area of construction of the retaining wall and tunnel. The methods by which the geology was investigated and described are presented, as well as the field and laboratory investigations that were carried out and the geotechnical parameters obtained on their basis.The last chapter focuses specifically on the geotechnical monitoring of deformations and stresses of the rock mass and the support system on the retaining wall and in the tunnel. The measurement methods, the method of installation and placement of measuring instruments, and the preparation of the measuring system for data acquisition and processing are presented, as well as how the instruments and probes were installed and prepared for obtaining results. Of course, the obtained results also need to be understood. interpreted and also presented graphically, thereby concluding the thesis. In this way, it is possible to gain a true understanding of the meaning of geotechnical monitoring and its importance.

Ključne besede:geotechnical monitoring, tunnel, retaining wall, underground structure, anchored pile wall

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