Interpretation of Core Extrusion Measurements When Tunnelling Through Squeezing Ground

Author:

Cantieni L.,Anagnostou G.,Hug R.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference73 articles.

1. Anagnostou G (2007a) Continuous tunnel excavation in a poro-elastoplastic medium. In: Pande, Pietruszczak (eds) Numerical models in geomechanics (NUMOG X), Rhodes, Greece, pp 183–188

2. Anagnostou G (2007b) Practical Consequences of the Time-Dependency of Ground Behavior for Tunneling. In: Traylor MT, Townsend JW (eds) Rapid Excavation and Tunneling Conference, Toronto, pp 255–265

3. Anagnostou G, Kovári K (1993) Significant parameters in elastoplastic analysis of underground openings. J Geotech Eng 119(3):401–418

4. Anagnostou G, Kovári K (2005) Tunnelling through geological fault zones. In: International symposium on design, construction and operation of long tunnels, Taipei, pp 509–520

5. Anagnostou G, Pimentel E, Cantieni L (2008) Report on behalf of AlpTransit AG: Felsmechanische Laborversuche Los 378—Schlussbericht—AlpTransit Gotthard Basistunnel, Teilabschnitt Sedrun. ETH Zurich, Institute for Geotechnical Engineering. Chair of Underground Construction, Zurich

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