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Brittle Rock Failure in the Steg Lateral Adit of the Lötschberg Base Tunnel

  • F. Rojat
  • V. Labiouse
  • P. K. Kaiser
  • F. Descoeudres
Original Paper

Summary

During the crossing of brittle rock formations at the Lötschberg base tunnel, failure phenomena have been observed both at the tunnel face and at the walls. A detailed analysis has been undertaken to explain these behaviours, based on the recent developments of Canadian research on brittle failure mechanisms. At the tunnel walls, a very good agreement is found between the calculated and observed damage and between two prediction methods, i.e. a semi-empirical failure criterion and elastic calculations with the “brittle Hoek-Brown parameters.” Near the face, due to the 3D nature of the stress conditions, some limitations of these approaches have been highlighted, and the growth of wall failure has been analysed. This research allowed a better understanding of the brittle rock mass behaviour at the Lötschberg base tunnel and showed that brittle failure processes dominate the behaviour of deep, highly stressed excavations in massive to moderately jointed rock. It also illustrates where improvements to the adopted approaches are required.

Keywords: Tunnel, Lötschberg, Brittle failure, Brittle Hoek-Brown parameters, High stress, Brittle rock 

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Copyright information

© Springer-Verlag 2009

Authors and Affiliations

  • F. Rojat
    • 1
    • 2
  • V. Labiouse
    • 1
  • P. K. Kaiser
    • 3
  • F. Descoeudres
    • 1
  1. 1.Laboratoire de Mécanique des RochesÉcole Polytechnique Fédérale de LausanneLausanneSwitzerland
  2. 2.Laboratoire Régional des Ponts et ChausséesToulouseFrance
  3. 3.MIRARCO—Mining Innovation, Chair for Rock Mechanics and Ground ControlLaurentian UniversitySudburyCanada

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