Nothing Special   »   [go: up one dir, main page]
Skip to main content

Advertisement

Springer Nature Link
Log in

Centrifuge model test on the face stability of shallow tunnel

  • Research Paper
  • Published:
Acta Geotechnica Aims and scope Submit manuscript

Abstract

This paper is an investigation of face stability on a small-scale tunnel model in a geotechnical centrifuge. By making use of symmetry, half of the tunnel cross section was considered. The support at excavation face was provided by a piston, which was adjusted during flight. Some aspects on the collapse at tunnel face are investigated for different overburden pressures: failure mechanism, surface settlement, stress acting at tunnel face, and the required face support counteracting the earth pressure. Ground deformation was observed through a transparent wall and measured by digital image correlation. The results from centrifuge model tests were compared with theoretical models.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13

Similar content being viewed by others

Explore related subjects

Discover the latest articles, news and stories from top researchers in related subjects.

Notes

  1. The variation in earth’s gravity, g, according to Newton’s law of universal gravitation, resulting from g ~ r², is negligible for the covered range of radius to earth’s center of mass (i.e. depth).

References

  1. Anagnostou G, Kovári K (1994) The face stability of slurry shield-driven tunnels. Tunn Undergr Space Technol 9(2):165–174

    Article  Google Scholar 

  2. Anagnostou G, Kovári K (1996) Face stability conditions with earth-pressure-balanced shields. Tunn Undergr Space Technol 11(2):165–173

    Article  Google Scholar 

  3. Atkinson JH, Mair RJ (1981) Soil mechanics aspects of soft ground tunneling. Ground Eng 14(5):20–38

    Google Scholar 

  4. Bucky BP (1931) The use of models for the study of mining problems, Technical publication No.425, American institute of mining and metallurgical engineers, pp 3–28

  5. Chambon P, Corté JF (1994) Shallow tunnels in cohesionless soil: stability of tunnel face. ASCE J Geotech Eng 120(7):1148–1165

    Article  Google Scholar 

  6. Chambon P, Corté JF, Garnier J, König D (1991) Face stability of shallow tunnels in granular soils, Proceedings of the Centrifuge’91 Conference, 13–14 June. Boulder, Colorado, pp 99–105

    Google Scholar 

  7. Chambon P, Couillaud A, Munch P, Schürmann A, König D (1995) Stabilite′ du front de taille d’un tunnel: Étude de l’effet d’e′chelle, in Geo 95

  8. Davis EH, Gunn MJ, Mair RJ, Seneviratne HN (1980) The stability of shallow tunnels and underground openings in cohesive material. Géotechnique 30(4):397–416

    Article  Google Scholar 

  9. Horn M (1961) Horizontaler Erddruck auf senkrechte Abschlussflächen von Tunneln, in Landeskonferenz der ungarischen Tiefbauindustrie. German translation by STUVA, Düsseldorf

    Google Scholar 

  10. Kirsch A (2009) On the face stability of shallow tunnels in sand, Advances in geotechnical engineering and tunnelling No.16, Logos, Berlin

  11. Kirsch A (2010) Experimental investigation of the face stability of shallow tunnels in sand. Acta Geotech 5(1):43–62

    Article  Google Scholar 

  12. Kolymbas D (2005) Tunnelling and tunnel mechanics—a rational approach to tunnelling, Springer Verlag, Berlin

  13. Kutter BL, Chang J-D, Davis BC (1995) Collapse of Cavities in Sand and Particle Size Effects, In: Proceedings international conference, Centrifuge ‘94, Singapore, Leung CF, Lee F-H, Tan TS (eds), Balkema, Rotterdam, pp 809–815

  14. Krause T (1987) Schildvortrieb mit flüssigkeits- und erdgestützter Ortsbrust, No. 24 in Mitteilung des Instituts für Grundbau und Bodenmechanik der Technischen Universität Braunschweig

  15. Leca E, Dormieux L (1990) Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional material. Géotechnique 40(4):581–606

    Article  Google Scholar 

  16. Lee KM, Rowe RK (1989) Deformations caused by surface loading and tunneling: the role of elastic anisotropy. Geotechnique 39(1):125–140

    Article  Google Scholar 

  17. Ling HI (2010) A tribute to Philip Barnett Bucky (1899–1957) Father of centrifuge modeling in geomechanics. Acta Geotech 5(1):83–85

    Article  MATH  Google Scholar 

  18. Mähr M (2006) Ground movements induced by shield tunneling in non-cohesive soils, Advances in geotechnical engineering and tunneling No. 15, Logos, Berlin

  19. Mair RJ (1979) Centrifugal modelling of tunneling construction in soft clay, PhD Thesis, University of Cambridge

  20. Mair RJ, Taylor RN (1997) Bored tunnelling in the urban environment. In: Proceedings of the 14th international conference on soil mechanics and foundation engineering, Hamburg, vol 4, pp 2353–2385

  21. Mashimo H, Suzuki M (1998) Stability conditions of tunnel face in sandy ground. In: Proceedings of the centrifuge ‘98 conference, Tokyo, Japan, 23–25 September, pp 721–725

  22. Meguid MA, Saada O, Nunes MA, Mattar J (2008) Physical modeling of tunnels in soft ground: a review. Tunn Undergr Space Technol 23(2):185–198

    Article  Google Scholar 

  23. Mélix P (1987) Modellversuche und Berechnungen zur Standsicherheit oberflächennaher Tunnel, Veröffentlichungen des Institutes für Bodenmechanik und Felsmechanik der Universität Fridericiana, Karlsruhe

  24. Park SH, Adachi T, Kimura M, Kishida K (1999) Trap door test using aluminum blocks. In: Proceedings of the 29th symposium of rock mechanics J.S.C.E., pp 106–111

  25. Plekkenpol JW, van der Schrier JS, Hergarden HJ (2006) Shield tunnelling in saturated sand - face support pressure and soil deformations. In: Bezuijen A, van Lottum H (eds) Tunnelling: a decade of progress, GeoDelft 1995–2005. Taylor & Francis, London

    Google Scholar 

  26. Rowe RK, Kack GJ (1983) A theoretical examination of the settlements induced by tunneling: from cases history. Can Geotech J 20(2):299–314

    Article  Google Scholar 

  27. Sterpi D, Cividini A, Sakurai S, Nishitake S (1996) Laboratory model tests and numerical analysis of shallow tunnels, In: Proceedings of the international symposium on eurock ‘96—ISRM, Torino, Vol.1. Balkema, Rotterdam, pp 689–696

  28. Stone KJL, Muir Wood D (1992) Effects at dilatancy and particle size observed in model tests on sand. Soils Found 32(4):43–47

    Google Scholar 

  29. Taylor RN (1995) Geotechnical centrifuge technology. Blackie academic and professional, Glasgow

  30. Technical Commitee 2 of ISSMGE—Physical modelling in geotechnics (2007) Catalogue of scaling laws and similitude questions in centrifuge modelling

  31. Terzaghi K (1936) Stress distribution in dry and in saturated sand above a yielding trap-door. In: Proceedings of the international conference on soil mechanics, Vol. 1. Harvard University. Press, Cambridge, MA, pp 307–311

  32. Terzaghi K (1943) Theoretical Soil Mechanics. Wiley, New York

    Book  Google Scholar 

  33. Thusyanthan I, White DJ, Take WA (2008) Deformation measurement using digital imaging and PIV (Particle Image Velocimetry) technique, Lecture sheets, University of Cambridge

  34. Vardoulakis I, Graf B, Gudehus G (1981) Trap-door problem with dry sand: a statical approach based upon model test kinematics. Int J Numer Anal Methods Geomech 5:57–78

    Article  Google Scholar 

  35. Vermeer P, Ruse N, Marcher T (2002) Tunnel heading stability in drained ground. Felsbau 20(6):8–24

    Google Scholar 

  36. White DJ, Take WA (2002) GeoPIV: Particle Image Velocimetry (PIV) Software for use in geotechnical testing, Technical report, University of Cambridge

  37. White DJ, Take WA, Bolton MD (2001) Measuring soil deformation in geotechnical models digital images and PIV analysis, 10th International Conference on Computer Methods and Advances in Geomechanics. Tuscan, Arizona, pp 997–1002

    Google Scholar 

  38. White DJ, Take WA, Bolton MD (2003) Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Géotechnique 53(7):619–631

    Article  Google Scholar 

  39. White RJ, Stone KJL, Jewell JJ (1994) Effect of particle size on localisation development in model tests on sand, In: Proceedings international conference, centrifuge ‘94, Singapore, Leung CF, Lee F-H, Tan TS (eds), Balkema, Rotterdam, pp 817-822

Download references

Acknowledgments

This research was supported by the Austrian Geomechanics Society (ÖGG). The second author is grateful for the support from the Otto Pregl Foundation for Geotechnical Fundamental Research. The authors are grateful for the support from Malcolm Bolton and Stuart Haigh from Schofield Centre at Cambridge University.

Author information

Authors and Affiliations

  1. Institute of Geotechnical Engineering, Universität für Bodenkultur, 1180, Vienna, Austria

    Gregor Idinger, Pelin Aklik & Wei Wu

  2. Department of Civil and Environmental Engineering, Stanford University, Stanford, CA, 94305, USA

    Ronaldo I. Borja

Authors
  1. Gregor Idinger
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Pelin Aklik
    View author publications

    You can also search for this author in PubMed Google Scholar

  3. Wei Wu
    View author publications

    You can also search for this author in PubMed Google Scholar

  4. Ronaldo I. Borja
    View author publications

    You can also search for this author in PubMed Google Scholar

Corresponding author

Correspondence to Gregor Idinger.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Idinger, G., Aklik, P., Wu, W. et al. Centrifuge model test on the face stability of shallow tunnel. Acta Geotech. 6, 105–117 (2011). https://doi.org/10.1007/s11440-011-0139-2

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11440-011-0139-2

Keywords

Search

Navigation