prikaz prve stranice dokumenta TBM performance prediction models. Comparison between tender prognosis and construction performance. Case study: Anneberg-Skanstull Tunnel (Stockholm, Sweden)
Embargo period 2026-10-05
master's thesis
TBM performance prediction models. Comparison between tender prognosis and construction performance. Case study: Anneberg-Skanstull Tunnel (Stockholm, Sweden)
master's thesis
Zagreb: University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, 2022. urn:nbn:hr:169:118906
Čotić, Jozo
University of Zagreb
Faculty of Mining, Geology and Petroleum Engineering
Department of Mineralogy, Petrology and Mineral Resources

Institutional repository: Faculty of Mining, Geology and Petroleum Engineering Repository, University of Zagreb

Cite this document

Čotić, J. (2022). TBM performance prediction models. Comparison between tender prognosis and construction performance. Case study: Anneberg-Skanstull Tunnel (Stockholm, Sweden) : master's thesis (Master's thesis). Zagreb: University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:169:118906

Čotić, Jozo. "TBM performance prediction models. Comparison between tender prognosis and construction performance. Case study: Anneberg-Skanstull Tunnel (Stockholm, Sweden) : master's thesis." Master's thesis, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, 2022. https://urn.nsk.hr/urn:nbn:hr:169:118906

Čotić, Jozo. "TBM performance prediction models. Comparison between tender prognosis and construction performance. Case study: Anneberg-Skanstull Tunnel (Stockholm, Sweden) : master's thesis." Master's thesis, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, 2022. https://urn.nsk.hr/urn:nbn:hr:169:118906

Čotić, J. (2022). 'TBM performance prediction models. Comparison between tender prognosis and construction performance. Case study: Anneberg-Skanstull Tunnel (Stockholm, Sweden) : master's thesis', Master's thesis, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, accessed 08 July 2024, https://urn.nsk.hr/urn:nbn:hr:169:118906

Čotić J. TBM performance prediction models. Comparison between tender prognosis and construction performance. Case study: Anneberg-Skanstull Tunnel (Stockholm, Sweden) : master's thesis [Master's thesis]. Zagreb: University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering; 2022 [cited 2024 July 08] Available at: https://urn.nsk.hr/urn:nbn:hr:169:118906

J. Čotić, "TBM performance prediction models. Comparison between tender prognosis and construction performance. Case study: Anneberg-Skanstull Tunnel (Stockholm, Sweden) : master's thesis", Master's thesis, University of Zagreb, Faculty of Mining, Geology and Petroleum Engineering, Zagreb, 2022. Available at: https://urn.nsk.hr/urn:nbn:hr:169:118906

Metadata
TitleTBM performance prediction models. Comparison between tender prognosis and construction performance. Case study: Anneberg-Skanstull Tunnel (Stockholm, Sweden) : master's thesis
Title (croatian)TBM modeli predviđanja napredovanja. Usporedba napredovanja predviđenog u natječaju i u stvarnosti. Projekt: Anneberg–Skanstull tunel (Stockholm, Švedska) : diplomski rad
AuthorJozo Čotić
MentorVinko Škrlec (mentor)
MentorIva Kolenković Močilac (komentor)
Committee memberVinko Škrlec (predsjednik povjerenstva)
Committee memberIva Kolenković Močilac (član povjerenstva)
Committee memberMario Dobrilović (član povjerenstva)
Committee memberVječislav Bohanek (član povjerenstva)
Committee memberSiniša Stanković (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Mining, Geology and Petroleum Engineering
(Department of Mineralogy, Petrology and Mineral Resources)
Zagreb
Defense date and country2022-09-15, Croatia
Scientific / art field,
discipline and subdiscipline		NATURAL SCIENCES
Geology
Abstract
The most widely used prediction model for hard rock is the Colorado School of Mines (CSM) model, which was used for tender prediction in the Anneberg - Skanstull Tunnel (AST) project. However, during the construction phase, the TBM penetration rate was lower than predicted in the model. Intact rock strength is usually the first rock mechanic parameter obtained from geological investigation for tunnelling projects. This is one of the key parameters used in the Tunnel Boring Machine (TBM) prediction model. The most common rock mechanic test for intact rock strength determination is the Uniaxial Compressive Strength (UCS). After core sampling from the tunnel, new UCS values were obtained, analysed, filtered, and implemented in the CSM model to generate new penetration rates for different lithologies.
Abstract (croatian)
Za stijene visoke čvrstoće, najčešće korišteni TBM model predviđanja je Colorado School of Mines (CSM), koji je i korišten u natječaju za izradu Anneberg-Skanstull tunela (AST). Međutim, tijekom konstrukcije tunela, uočeno je sporije napredovanje nego što je predviđeno u modelu. Svojstva stijena obično su prva informacija dobivena iz geoloških istraživanja kod izrade tunela. Ovo je jedan od ključnih parametara korištenih kod izrade modela za predviđanje napredovanja stroja za bušenje tunela (eng. TBM). Najčešća metoda ispitivanja stijenske mase je Jednoosna Tlačna Čvrstoća (eng. UCS). Nakon jezgrovanja u tunelu, nove UCS vrijednosti su dobivene, analizirane i uvrštene u CSM model s ciljem generiranja novih stopa napredovanja za druge litologije.
Keywords
Keywords (croatian)
Languageenglish
URN:NBNurn:nbn:hr:169:118906
Study programmeTitle: Geology; specializations in: Geology of mineral resources and geophysical explorations
Course: Geology of mineral resources and geophysical explorations
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra geologije (magistar/magistra geologije)
Type of resourceText
File originBorn digital
Access conditionsEmbargoed access
Embargo expiration date: 2026-10-05
Terms of useLicence In copyright icon
Created on2022-10-06 07:33:05