THE DAMAGE CONTROL OF THE SEGMENT DURING TUNNELLING IN A LARGE DEPTH SHIELD TUNNEL
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- SAITO Jin
- 東京電力株式会社 建設部
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- KUROSAKI Shigeru
- 東京電力株式会社 建設部
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- TAKAHASHI Akira
- 東京電力株式会社 東京工事センター
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- TAKEUCHI Tomoaki
- 東京電力株式会社 建設部
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- KOIZUMI Atsushi
- 早稲田大学理工学術院 社会環境工学科
Bibliographic Information
- Other Title
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- 大深度シールドトンネルにおける施工時荷重作用時のセグメントの損傷抑制策に関する提案
Abstract
In this paper, we considered damage control of the segment generated in a large depth shield tunnel paying attention to form of K-segment and a jack pattern, etc. A concrete examination analyzes by the three-dimensional FEM model which simulated the construction step by having made into the parameter the shape of K-segment, the jack pattern and the restricted effect between segments, and is comparative study of the level of caused stress and deformation of each construction step. Based on these results, we propose the damage control of the segment during tunneling.
Journal
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- Doboku Gakkai Ronbunshuu F
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Doboku Gakkai Ronbunshuu F 64 (2), 173-184, 2008
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205254844928
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- NII Article ID
- 130004468666
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- ISSN
- 18806074
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed