Abstract
Presently, a tunnel sustaining the outer load and the load caused by inner water pressure with a primary lining made up of segments is usually selected for a large-scale underground shield tunnel project. The Advanced Construction Technology Center, commissioned by the Ministry of Construction and others, has been studying problems related to design methods and the planning of such projects for a few years. Here is an outline of the conclusions we have reached on segment structure and design methods.
Original language | English |
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Title of host publication | Challenges for the 21st Century. Proceedings of the World Tunnel Congress '99, Oslo, June 1999. (2 vols). |
Editors | T. Alten, L. Backer, P. Bollingmo, E. Broch, K. Holmoy, K.G. Holter, K. Nielsen, T. Alten, L. Backer, P. Bollingmo, E. Broch, K. Holmoy, K.G. Holter, K. Nielsen |
Publisher | A.A.Balkema |
Pages | 747-754 |
Number of pages | 8 |
ISBN (Print) | 9058090639 |
Publication status | Published - 1999 |
Externally published | Yes |
Event | Proceedings of the World Tunnel Congress '99. Challenges for the 21st Century. - Oslo Duration: 2099 May 31 → 2099 Jun 3 |
Other
Other | Proceedings of the World Tunnel Congress '99. Challenges for the 21st Century. |
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City | Oslo |
Period | 99/5/31 → 99/6/3 |
ASJC Scopus subject areas
- Earth and Planetary Sciences(all)
- Environmental Science(all)