MECHANICAL PROPERTIES OF STEEL-CONCRETE HYBRID SEGMENT APPLIED TO MICRO MULTI BOX SHIELD METHOD

DOI Web Site Web Site 3 Citations 10 References
  • UKEGAWA Makoto
    社団法人土木学会 戸田建設株式会社本社土木工事技術部
  • MOTOKI Minoru
    社団法人土木学会 戸田建設株式会社東京支店土木部工事課
  • YOSHITAKE Isamu
    社団法人土木学会 山口大学工学部社会建設工学科
  • NAKAGAWA Koji
    社団法人土木学会 山口大学工学部社会建設工学科

Bibliographic Information

Other Title
  • 矩形要素を組合せた超大断面トンネル工法における合成部材の性能
  • クケイ ヨウソ オ クミ アワセタ チョウダイ ダンメン トンネル コウホウ ニ オケル ゴウセイ ブザイ ノ セイノウ

Search this article

Description

The object of this study is the large-scale rectangular tunnel by combining plural box-shield tunnels. This study aimed at the steel-concrete hybrid segment for the tunnel, carried out the loading test for obtaining the fundamental data of its design. This study ascertained the basic mechanical properties of hybrid segment, and examined the influence of the external conditions, e. g. initial bending stress, or internal conditions, e. g. non-filling of concrete. The obtained results were compared with calculated value based on the allowable stress design. As the results, it was certain that the calculated value was generally well fit to the experiments.

Journal

Citations (3)*help

See more

References(10)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top