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STUDY ON THE EFFECT OF PILOT TUNNEL BY TBM
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- TAKAHASHI Shoji
- 日本道路公団北上工事事務所
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- HAYASHIZAKI Nobuo
- 日本道路公団北上工事事務所
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- MIURA Masahiko
- 大林・飛島建設共同企業体湯田JV工事事務所
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- IAI Yoshinobu
- (株) 大林組土木技術本部技術部
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- TSUSHIMA Shoichi
- (株) 大林組土木技術本部技術部
Bibliographic Information
- Other Title
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- TBM導坑先進全断面掘削工法での導坑効果に関する一考察
Description
In view of the tendency for tunnels to increase in length and cross section area, the needs for efficient new excavation methods combining mechanization and rationalization are much desired.<BR>In response to the needs, a test execution using a 3.5m diameter Tunnel Boring Machine (TBM) for a pilot tunnel was planned in the construction of a Yuda No.2 Tunnel.<BR>We studied the effect of a pilot tunnel by TBM, referring to the results of the measurement data analysis by full face excavation.
Journal
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- PROCEEDINGS OF TUNNEL ENGINEERING, JSCE
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PROCEEDINGS OF TUNNEL ENGINEERING, JSCE 6 193-198, 1996
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680378337792
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- NII Article ID
- 130004128705
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- ISSN
- 18849091
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed