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Alp Transit: Crossing Faults 44 and 49

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Abstract

This paper describes the crossing of faults 44 and 49 when constructing the 57 km Gotthard base tunnel of the Alp Transit project. Fault 44 is a permeable fault that triggered significant surface deformations 1,400 m above the tunnel when it was reached by the advancing excavation. The fault runs parallel to the downstream face of the Nalps arch dam. Significant deformations were measured at the dam crown. Fault 49 is sub-vertical and permeable, and runs parallel at the upstream face of the dam. It was necessary to assess the risk when crossing fault 49, as a limit was put on the acceptable dam deformation for structural safety. The simulation model, forecasts and action decided when crossing over the faults are presented, with a brief description of the tunnel, the dam, and the monitoring system.

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References

  • Dhatt G, Touzot G (1984) Une présentation de la méthode des éléments finis. Maloine SA, Paris

    Google Scholar 

  • Ehrbar H, Bremen R, Otto B (2010) Gotthard base tunnel—tunnelling in the influence zone of two concrete arch dams. Geomech Tunnel 3(5):428–441

    Article  Google Scholar 

  • El Tani M (2001) Surface displacements due to pressure modifications induced by tunnels. Modern tunnelling science and technology. Balkema, IS-Kyoto, pp 83–88

    Google Scholar 

  • El Tani M (2007) Hydrostatic paradox of saturated media. Geotechnique 57(9):773–777

    Article  Google Scholar 

  • El Tani M, Bremen R (2006) Val Termine cyclic deformation due to seasonal variation of water table. Golden Rocks 2006, the 41st US Symposium on Rock Mechanics (USRMS). Golden. CO., USA

    Google Scholar 

  • Guntli P (2011) Basistunnel. Urseren-Garvera-Zone/Gotthard Massiv. Rapporte Vorauserkundungen. Kernbohrungen. Bericht GR360B-3. (unpublished)

  • Guntli P (2013) Basistunnel. Urseren-Garvera-Zone/Gotthard Massiv. Schlussbericht. Geologie, Geotechnik, Hydrogeologie. In progress. (unpublished)

  • Hansmann J, Simon Loew S, Evans K (2011) Reversible rock-slope deformations caused by cyclic water-table fluctuations in mountain slopes of the Central Alps. Switzerland. Hydrogeol J 20(1):73–91

    Article  Google Scholar 

  • Hughes TJR (1987) The finite element method. Pretince-Hall, Englewood Cliffs

    Google Scholar 

  • Lombardi G (1988) Les tassements exceptionnels au Barrage de Zeuzier. Publication de la société Suisse de mécanique des sols et des roches 118:39–47

    Google Scholar 

  • Lombardi G (1992) The FES rock mass model, part 1. Dam Eng 3:49–76

    Google Scholar 

  • Morland L (1974) Elastic response of regularly jointed media. Geophys J R Adtr Soc 8:435–446

    Article  Google Scholar 

  • Rietmann D, Otto B (2009) Staumauer Nalps, Anordnung der Messpunkte. ATG-Tachimetrische Messungen bis 31.01.2009, Bericht 100 (unpublished)

  • Rietmann D, Otto B (2009) Staumauer Curnera, Anordnung der Messpunkte. ATG-Tachimetrische Messungen bis 31.01.2009, Bericht 49 (unpublished)

  • Schneider T, Fellner D (1997) Basistunnel. Geologie, Geotechnik und Hydrogeologie. Bericht 425cb. Alptransit, pp 147 (unpublished)

  • Studer M, Roos T (2008) Überwachung KVR-Stauanlagen. Grosse Nivellementkampagne 2008: Surselva, Nalps, Curnera, Lukmanier. Technischer Bericht. ARGE Los 349, AlpTransit Gotthard (unpublished)

  • Zangerl C, Eberhardt E, Loew S (2003) Ground settlements above tunnels in fractured crystalline rock: numerical analysis of coupled hydro-mechanical mechanisms. Hydrogeol J 11:162–173

    Article  Google Scholar 

  • Zangerl C, Evans K, Eberhardt E, Loew S (2008) Consolidation settlements above deep tunnels in fractured crystalline rock, investigations above the Gotthard highway tunnel. Int J Roc Mech Min Sci 45(8):1195–1210

    Article  Google Scholar 

Download references

Acknowledgments

The authors wish to thank Alp Transit Gotthard AG for the support concerning the numerical analysis and for providing the field measurements.

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Correspondence to M. El Tani.

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El Tani, M., Bremen, R. Alp Transit: Crossing Faults 44 and 49. Rock Mech Rock Eng 47, 1037–1048 (2014). https://doi.org/10.1007/s00603-013-0473-9

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  • DOI: https://doi.org/10.1007/s00603-013-0473-9

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