Thoughts on the lining structure of an underground river shield tunnel with inner water pressure

J. Sago*, Y. Yuasa, Y. Nishimura, A. Koizumi

*この研究の対応する著者

研究成果: Conference contribution

抄録

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.

本文言語English
ホスト出版物のタイトルChallenges for the 21st Century. Proceedings of the World Tunnel Congress '99, Oslo, June 1999. (2 vols).
編集者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
出版社A.A.Balkema
ページ747-754
ページ数8
ISBN(印刷版)9058090639
出版ステータスPublished - 1999
外部発表はい
イベントProceedings of the World Tunnel Congress '99. Challenges for the 21st Century. - Oslo
継続期間: 2099 5 312099 6 3

Other

OtherProceedings of the World Tunnel Congress '99. Challenges for the 21st Century.
CityOslo
Period99/5/3199/6/3

ASJC Scopus subject areas

  • 地球惑星科学(全般)
  • 環境科学(全般)

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