LOCAL STRESS AT SEGMENT JOINTS OF SHIELD TUNNEL LINING
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- KONDA Toru
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- YAMAZAKI Ryoichi
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- NOMOTO Toshi
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- MITO Kenji
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- YAMAZAKI Hiroshi
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- シールドトンネルセグメント継手部の局部応力性状
- シールドトンネルセグメント ツギテブ ノ キョクブ オウリョク セイジョウ
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Abstract
Although various types of segments and segment joints are employed, most segment joints are butt type joints with flat face or tongue and groove. Therefore, the forces in the lining are transferred through contact face at the joint. The force transfer at the contacted surface is very complicated phenomenon and may produce local high stress concentration. The local stress at segment joint of basic types segments such as rectangular or trapezoidal shape under various forces is investigated by photo-elastic method. The results show that smooth stress transfer can be obtained but high stress may develop in local area which should be considered in design.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1999 (623), 219-231, 1999-06-20
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282680285476096
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- NII Article ID
- 10002530545
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 4787615
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed