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Basic design for a Submerged Floating Tube Bridge across the Digernessundet

 Basic design for a Submerged Floating Tube Bridge across the Digernessundet
Author(s): , , ,
Presented at IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, published in , pp. 3018-3024
DOI: 10.2749/vancouver.2017.3018
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This paper describes the basic structural design for a Submerged Floating Tube Bridge (from now on SFTB) across the Digernessund in Norway. The SFTB is proposed as part of a scheme for a new and im...
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Bibliographic Details

Author(s): (Norwegian Public Roads Administration, Region West, Stavanger, Norway)
(Norwegian Public Roads Administration, Directorate, Trondheim, Norway)
(Norwegian Public Roads Administration, Region West, Stavanger, Norway)
(Dr. Techn. Olav Olsen, Oslo, Norway)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Published in:
Page(s): 3018-3024 Total no. of pages: 7
Page(s): 3018-3024
Total no. of pages: 7
Year: 2017
DOI: 10.2749/vancouver.2017.3018
Abstract:

This paper describes the basic structural design for a Submerged Floating Tube Bridge (from now on SFTB) across the Digernessund in Norway. The SFTB is proposed as part of a scheme for a new and improved fixed link along the E39 route, across the Bømlafjord in Norway. The existing fixed link consists of a 7.8 km long subsea rock tunnel below the main part of the Bømlafjord, and a 677 m long suspension bridge spanning across the Digernessund, which was too deep for a subsea rock tunnel. The two parts of the link meet at a small island named Føyno. The existing tunnel does not comply with new EU regulations for tunnels due to the high gradient, but an improved tunnel with a SFTB through the Digernessund will solve the problem.

The paper will discuss different structural solutions for the SFTB. A possible construction method will also be evaluated.

Keywords:
design bridges submerged structures