THE CONSTRUCTION OF THE KATSUTADAI TUNNEL USING THE PRE-LINING METHOD
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- HARA Takafumi
- 株式会社フジタ土木本部技術部
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- KAGAWA Kazuo
- 株式会社フジタ土木本部技術部
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- SATO Masato
- 日本鉄道建設公団関東支社
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- MIURA Kazuyuki
- 日本鉄道建設公団北陸新幹線建設局
Bibliographic Information
- Other Title
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- プレライニング工法による勝田台トンネルの施工
Abstract
The pre-lining method was developped to stabilize the cutting face and decrease the surface settlement in the thin earth covered and uncohesive ground tunnel.<BR>This method was applied to the KATSUTADAItu nnel project having the above condition. The results were as follows:<BR>(1) Safe and satisfactory work was achieved because the groud surface settlement was controled under 40mm by the pre-lining.<BR>(2) The speed of the pre-lining work was 5-6 hours a cycle, the average excavation speed including the pre-lining work was 1.6m/day.
Journal
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- PROCEEDINGS OF TUNNEL ENGINEERING, JSCE
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PROCEEDINGS OF TUNNEL ENGINEERING, JSCE 2 185-190, 1992
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680375250304
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- NII Article ID
- 130004387102
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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