Cases of instability caused by weakness zones in Norwegian tunnels

Author:

Nilsen Bjørn

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference8 articles.

1. Blindheim OT, Nilsen B (2001) Rock cover requirements for subsea road tunnels. In: Proceedings of the 4th International Symposium on Strait Crossings, Bergen 2001, Balkema, pp 439–448

2. Bollingmo P, Nilsen B, Norgulen Ø (2007) The cave-in at the Hanekleiv tunnel, 25 December 2006. Report from investigation panel established by the Norwegian Department of Transportation, 14 (in Norwegian), 14 February 2007, p 53

3. Karlsson KI (2008) Main road 64, the Atlanterhavs tunnel—leakage zone 230 m below sea level. In: Proceedings of the Norwegian National Tunneling Conference, Oslo 2008 (in Norwegian), Norwegian Tunnelling Society (NFF), pp 11.1–11.16

4. Kvåle J, Nilsen B, Grimstad E, Bollingmo P, Halvorsen A, Iversen E, Sorte G (2004) Stability evaluation and support recommendation for the Oslofjord tunnel. Report from expert panel established by the Norwegian Public Roads Administration (in Norwegian), 27 January 2004, p 10

5. Nilsen B, Dahlø TS (1994): A study of cases of instability in hard rock tunnels. In: Proceedings of the 7th IAEG Congress, Lisbon 1994, Balkema, VI:4233–4242

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