Loads on Sprayed Waterproof Tunnel Linings in Jointed Hard Rock: A Study Based on Norwegian Cases

Author:

Holter Karl Gunnar

Publisher

Springer Science and Business Media LLC

Subject

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

Reference18 articles.

1. Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. Rock Mech 6(4):189–236

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

3. Broch E, Sørheim S (1984) Experiences from the planning, construction and supporting of a road tunnel subjected to heavy rockbursting. Rock Mech Rock Eng 17:15–35

4. Det Norske Veritas (DNV) (2010) RAMS and LCC analyses for the waterproofing and frost insulation for the Gevingås rail tunnel. DNV report no. 2009-1968 for the Norwegian National Rail Administration (Norwegian)

5. Grimstad E, Tunbridge L, Bhasin RK, Aarset A (2008) Measurements of forces in reinforced ribs of sprayed concrete. In: Proceedings of the 5th international conference on wet-mix sprayed concrete for rock support, Tapir, Oslo

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