nach oben

Rock Mechanics and Rock Engineering

Erschienen in:

01.01.2011 | Original Paper

The Interaction Between Shield, Ground and Tunnel Support in TBM Tunnelling Through Squeezing Ground

verfasst von: M. Ramoni, G. Anagnostou

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 1/2011

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

When planning a TBM drive in squeezing ground, the tunnelling engineer faces a complex problem involving a number of conflicting factors. In this respect, numerical analyses represent a helpful decision aid as they provide a quantitative assessment of the effects of key parameters. The present paper investigates the interaction between the shield, ground and tunnel support by means of computational analysis. Emphasis is placed on the boundary condition, which is applied to model the interface between the ground and the shield or tunnel support. The paper also discusses two cases, which illustrate different methodical approaches applied to the assessment of a TBM drive in squeezing ground. The first case history—the Uluabat Tunnel (Turkey)—mainly involves the investigation of TBM design measures aimed at reducing the risk of shield jamming. The second case history—the Faido Section of the Gotthard Base Tunnel (Switzerland)—deals with different types of tunnel support installed behind a gripper TBM.

Vorheriger Artikel Discrete Element Modeling of Rock Fragmentation upon Impact in Rock Fall Analysis

Nächster Artikel The Effect of Consolidation on TBM Shield Loading in Water-Bearing Squeezing Ground

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Nur mit Berechtigung zugänglich

Amberg F (2009) Numerical simulations of tunnelling in soft rock under water pressure. In: ECCOMAS Thematic conference on computational methods in tunnelling, EURO:TUN 2009, Bochum. Aedificatio Publishers, Freiburg, pp 353–360

Anagnostou G (2007) Continuous tunnel excavation in a poro-elastoplastic medium. In: Tenth international symposium on numerical models in geomechanics, NUMOG X, Rhodes. Taylor & Francis Group, London, pp 183–188

Anagnostou G, Cantieni L (2007) Design and analysis of yielding support in squeezing ground. In: The second half century of rock mechanics, 11th Congress of the International Society for Rock Mechanics (ISRM), Lisbon, vol 2. Taylor & Francis Group, London, pp 829–832

Anagnostou G, Ramoni M (2007) Untersuchungen zum TBM-Vortrieb südlich der Chiera Synform. AlpTransit Gotthard, Gotthard-Basistunnel, Teilabschnitt Faido, unveröffentlicht, Bericht 071101, 20. Dezember 2007, Professur für Untertagbau, Institut für Geotechnik (IGT), ETH Zürich

Barla G (2001) Tunnelling under squeezing rock conditions. In: Eurosummer-School in Tunnel Mechanics, Innsbruck. Logos Verlag, Berlin, pp 169–268

Billig B, Gipperich C, Wulff M, Schaab A (2007) Ausbausysteme für den maschinellen Tunnelbau in druckhaftem Gebirge. In: Taschenbuch für den Tunnelbau 2008. VGE Verlag GmbH, Essen, pp 223–262

Böckli O (2008) Teilabschnitt Faido—bisherige Erfahrungen mit dem TBM-Vortrieb. In: FGU-Fachtagung für Untertagbau, Swiss Tunnel Congress 2008, Luzern, D0229. SIA, Zürich, pp 49–58

Boissonnas Y (2008) Gotthard Base Tunnel—experience of a TBM excavation with large overburden. In: Building underground for the future, AFTES International Congress Monaco, Montecarlo. Edition specifique, Limonest, pp 247–250

Cantieni L, Anagnostou G (2007) On the variability of squeezing in tunnelling. In: The second half century of rock mechanics, 11th Congress of the International Society for Rock Mechanics (ISRM), Lisbon, vol 2. Taylor & Francis Group, London, pp 983–986

Cantieni L, Anagnostou G (2009) The effect of the stress path on squeezing behaviour in tunnelling. Rock Mech Rock Eng 42(2):289–318CrossRef

Cobreros JA, Cervera MM, Herrera M, Conde C (2005) Tunnels de Guadarrama—problèmes géotechniques rencontrés dans un double tunnel de 27 km. Tunnels et ouvrages souterrains N° 190—Supplement juillet/août, pp 5–12

Einstein HH, Bobet A (1997) Mechanized tunnelling in squeezing rock—from basic thoughts to continuous tunnelling. In: Tunnels for people, ITA World Tunnel Congress ‘97, Vienna, vol 2. A.A.Balkema, Rotterdam, pp 619–632

Eisenstein ZD, Rossler K (1995) Geotechnical criteria for double shield tunnel boring machines. In: Worldwide innovations in tunnelling, STUVA-Tagung ‘95, Stuttgart, Forschung + Praxis 36. Alba Fachverlag GmbH + Co. KG, Düsseldorf, pp 192–201

Farrokh E, Rostami J (2008) Correlation of tunnel convergence with TBM operational parameters and chip size in the Ghomroud Tunnel, Iran. Tunn Undergr Space Technol 23(6):700–710CrossRef

Farrokh E, Rostami J (2009) Effect of adverse geological condition on TBM operation in Ghomroud Tunnel Conveyance Project. Tunn Undergr Space Technol 24(4):436–446CrossRef

Farrokh E, Mortazavi A, Shamsi G (2006) Evaluation of ground convergence and squeezing potential in the TBM driven Ghomroud Tunnel Project. Tunn Undergr Space Technol 21(5):504–510CrossRef

Feknous N, Ambrosii G, Henneberg I, Simard R (1996) Design and performance of tunnel support in squeezing rock at Yacambú. In: Rock Mechanics—tools and techniques, 2nd North American Rock Mechanics Symposium, Montréal, vol 1. A.A.Balkema, Rotterdam, pp 803–810

Floria V, Fidelibus C, Repetto L, Russo G (2008) Drainage and related increase of short-term strength of low permeability rock mass. In: Building underground for the future, AFTES International Congress Monaco, Montecarlo. Edition specifique, Limonest, pp 281–284

Flury S, Priller A (2008) Gotthard Base Tunnel—Part-Section Faido. Tunnel 8(4):47–51

Gärber R (2003) Design of deep galleries in low permeable saturated porous media. Thèse No 2721, EPFL Lausanne

Gehring KH (1996) Design criteria for TBM’s with respect to real rock pressure. In: Tunnel boring machines—trends in design & construction of mechanized tunnelling, International lecture series TBM tunnelling trends, Hagenberg. A.A.Balkema, Rotterdam, pp 43–53

Gollegger J, Priller A, Rausch M (2009) The use of open tunnel boring machines in squeezing rock in the Gotthard Base Tunnel. Geomech Tunnel 2(5):591–600CrossRef

Graziani A, Capata A, Romualdi P (2007a) Analysis of rock-TBM-lining interaction in squeezing rock. Felsbau magazin 25 Nr 6:23–31

Graziani A, Ribacchi R, Capata A (2007b) 3D-modelling of TBM excavation in squeezing rock masses. In: Brenner Basistunnel und Zulaufstrecken, Internationales Symposium BBT 2007, Innsbruck. Innsbruck University Press, Innsbruck, pp 143–151

Herrenknecht M (2010) Tunnelling through squeezing rock with TBM. In: Brenner base tunnel and access routes, BrennerCongress 2010, Innsbruck, Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH Berlin, pp 45–54

Herrenknecht M, Böckli O, Bäppler K (2009) Gotthard-Base Tunnel, Section Faido, Previous experience with the use of the TBM. In: Rapid excavation and tunnelling conference, Las Vegas, SME Inc. Littleton, pp 1182–1205

Hisatake M, Iai Y (1993) A method to determine necessary thrust force for TBM. In: Developments in geotechnical engineering, Options for tunnelling 1993, Amsterdam, vol 74. Elsevier Science Publishers B.V. Amsterdam, pp 519–528

ITA (2003) Long traffic tunnels at great depth. ITA Working group N° 17 “Long tunnels at great depth”. ITA, Lausanne

Jafari A, Mollaee M, Shamsi H (2007) Investigation into ground convergence effect on TBM performance in squeezing ground. In: The second half century of rock mechanics, 11th Congress of the International Society for Rock Mechanics (ISRM), Lisbon. Taylor & Francis Group, London, vol 2, pp 939–942

John M, Mattle B (2007) Auswirkungen stark druckhafter Gebirgsverhältnisse auf den TBM-Vortrieb. Felsbau magazin 25 Nr. 6:14–21

John M, Schneider E (2007) TBM tunnelling in squeezing rock. Felsbau magazin 25 Nr 6:12

Kawatani T, Tezuka H, Morita R, Shimaya S (1999) Tunnel construction with a large-scale TBM in a collapse-prone poor rock. In: Challenges for the 21st century, ITA World tunnel congress ‘99, Oslo. A.A. Balkema, Rotterdam, vol 2, pp 895–901

Khademi Hamidi J, Bejari H, Shahriar K, Rezai B (2008) Assessment of ground squeezing and ground pressure imposed on TBM shield. In: 12th International conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG), Goa. IACMAG, Goa, pp 3907–3914

Kovári K (1986a) Rock deformation problems when using full-facing cutting equipment in rock, Part 1. Tunnel 3(86):236–244

Kovári K (1986b) Rock deformation problems when using full-facing cutting equipment in rock, Part 2. Tunnel 4(86):289–298

Kovári K (1998) Tunnelling in squeezing rock. Tunnel 5(98):12–31

Kovári K, Anagnostou G (1995) The ground response curve in tunnelling through short fault zones. In: 8th congress of the International Society for Rock Mechanics (ISRM), Tokyo. A.A. Balkema, Rotterdam, vol 2, pp 611–614

Kovári K, Ramoni M (2008) Jamming of shield—numerical investigations. In: Uluabat Power Tunnel (Turkey)—TBM drive, unpublished, Report, January 25, 2008

Lavdas N (2010) Einsatzgrenzen vom Tübbingausbau beim TBM-Vortrieb in druckhaftem Gebirge. Master thesis, ETH Zurich

Lombardi G (1973) Dimensioning of tunnel linings with regard to constructional procedure. Tunnels and Tunnelling 5 No. 4, July–August 1973, pp 340–351

Lombardi G (1981) Bau von Tunneln bei grossen Verformungen des Gebirges. In: Tunnel 81, Internationaler Kongress, Düsseldorf, Band 2. Messegesellschaft mbH NOEWA, Düsseldorf, und Deutsche Gesellschaft für Erd- und Grundbau e.V. Essen, pp 351–384

Lombardi G, Panciera A (1997) Problems with TBM & linings in squeezing ground. Tunn Tunn Int 29(6):54–56

Lombardi G, Neuenschwander M, Panciera A (2009) Gibraltar Tunnel Project update—the geomechanical challenges. Geomech Tunnel 2(5):578–590CrossRef

Matter J, Stauber A, Bauer F, Daller J (2007) ÖBB Wienerwaldtunnel—Erfahrungen aus dem Vortrieb. In: FGU-Fachtagung für Untertagbau, Swiss Tunnel Congress 2007, Luzern, D0222, SIA, Zürich, pp 101–112

Moulton BG, Cass DT, Nowak DE, Poulin RM (1995) Tunnel boring machine concept for converging ground. In: Rapid excavation and tunnelling conference, San Francisco. SME Inc. Littleton, pp 509–523

Nguyen Minh D, Corbetta F (1991) Nouvelle méthodes de calcul des tunnels revêtus incluant l’effet du front de taille. In: 7th congress of the International Society for Rock Mechanics (ISRM), Aachen. A.A. Balkema, Rotterdam, vol 2, pp 1335–1338

Panciera A, Piccolo G (1997) TBM scudate—blocco in rocce spingenti. Pubblicazione 12.29, Lombardi Engineering Ltd Minusio

Radoncic N, Schubert W, Moritz B (2009) Ductile support design. Geomech Tunn 2(5):561–577CrossRef

Ramoni M, Anagnostou G (2006) On the feasibility of TBM drives in squeezing ground. Tunn Undergr Space Technol 21(3-4):262CrossRef

Ramoni M, Anagnostou G (2007a) The effect of advance rate on shield loading in squeezing ground. In: Underground space—the 4th dimension of metropolises, ITA World Tunnel Congress 2007, Prague. Taylor & Francis Group, London, vol 1, pp 673–677

Ramoni M, Anagnostou G (2007b) Numerical analysis of the development of squeezing pressure during TBM standstills. In: The second half century of rock mechanics, 11th Congress of the International Society for Rock Mechanics (ISRM), Lisbon. Taylor & Francis Group, London, vol 2, pp 963–966

Ramoni M, Anagnostou G (2008) TBM drives in squeezing rock—shield-rock interaction. In: Building underground for the future, AFTES International Congress Monaco, Montecarlo, Edition specifique Limonest, pp 163–172

Ramoni M, Anagnostou G (2010a) Thrust force requirements for TBMs in squeezing ground. Tunn Undergr Space Technol 25(4):433–455CrossRef

Ramoni M, Anagnostou G (2010b) Tunnel boring machines under squeezing conditions. Tunn Undergr Space Technol 25(2):139–157CrossRef

Schmitt JA (2009) Spannungsverformungsverhalten des Gebirges beim Vortrieb mit Tunnelbohrmaschinen mit Schild. Heft 89—Dissertation, Institut für Grundbau und Bodenmechanik, Technische Universität, Braunschweig

Schneider E, Spiegl M (2008) Convergency compatible support systems. Tunn Tunn Int 40(6):40–43

Schubert W (2000) TBM excavation of tunnels in squeezing rock. In: Lo scavo meccanizzato delle gallerie, mir2000—VIII ciclo di conferenze di meccanica e ingegneria delle rocce, Torino, Pàtron Editore Bologna, pp 355–364

Sellner P (2000) Prediction of displacements in tunnelling. PhD thesis, Institute of Rock Mechanics and Tunnelling, University of Technology, Graz

Shalabi FI (2005) FE analysis of time-dependent behaviour of tunnelling in squeezing ground using two different creep models. Tunn Undergr Space Technol 20:271–279CrossRef

Simic D (2005) Tunnels de Guadarrama—problématique des tunnels profonds. La traversée de la faille de la Umbria du Tunnel de Guadarrama. Tunnels et ouvrages souterrains N° 190—Supplement juillet/août, pp 13–21

Solexperts (2007) HIDCON-Elemente im Tunnelbau. Solexperts AG, Mönchaltorf

Sterpi D, Gioda G (2007) Ground pressure and convergence for TBM driven tunnels in visco-plastic rocks. In: ECCOMAS Thematic conference on computational methods in tunnelling, EURO:TUN 2007, Vienna. University of Technology, pp 89

Sulem J, Panet M, Guenot A (1987) Closure analysis in deep tunnels. Int J Rock Mech Mining Sci 24(3):145–154CrossRef

Vigl L, Gütter W, Jäger M (1999) Doppelschild-TBM—Stand der Technik und Perspektiven. Felsbau 17 Nr 5:475–485

Vogelhuber M (2007) Der Einfluss des Porenwasserdrucks auf das mechanische Verhalten kakiritisierter Gesteine. Veröffentlichungen des Instituts für Geotechnik (IGT) der ETH Zürich, Band 230, ETH Dissertation Nr. 17079, vdf Hochschulverlag AG Zürich

Wittke W, Wittke-Gattermann P, Wittke-Schmitt B (2007) TBM-heading in rock, design of the shield mantle. In: ECCOMAS Thematic conference on computational methods in tunnelling, EURO:TUN 2007, Vienna. University of Technology, pp 98

Titel: The Interaction Between Shield, Ground and Tunnel Support in TBM Tunnelling Through Squeezing Ground
verfasst von: M. Ramoni
G. Anagnostou
Publikationsdatum: 01.01.2011
Verlag: Springer Vienna
Erschienen in: Rock Mechanics and Rock Engineering / Ausgabe 1/2011
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI: https://doi.org/10.1007/s00603-010-0103-8

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Weitere Artikel der Ausgabe 1/2011

On the Ratios between Elastic Modulus and Uniaxial Compressive Strength of Heterogeneous Carbonate Rocks

Comparative Study on Calculation Methods of Blasting Vibration Velocity

The Effect of Consolidation on TBM Shield Loading in Water-Bearing Squeezing Ground

A New Approach to the Modeling of the Pressure Dependency of the Strength of Rocks

Sheeting Joints: Characterisation, Shear Strength and Engineering

Influence of Friction on the Stress Field of the Brazilian Tensile Test