CENTRIFUGE MODEL TEST FOR EVALUATION OF EARTH PRESSURE ACTING ON ADJACENT SHIELD TUNNELS WITH RECTANGULAR SECTION
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- TAKANO Haruo
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- KONDA Tohru
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- OGASAWARA Masafumi
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- FUNAMOTO Kouji
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- FUJII Yoshifumi
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- HIRAI Takashi
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 併設横長矩形シールドトンネルの作用土圧に関する遠心載荷実験
- ヘイセツ ヨコナガ クケイ シールドトンネル ノ サヨウ ドアツ ニ カンスル エンシンサイカ ジッケン
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Abstract
The objective of this paper is to evaluate the mutual influence of constructing adjacent boxy tunnels in the sandy soil using centrifuge model test. In the case three boxy tunnels are constructed very closely and the center tunnel of these tunnels is first constructed, it is appeared that the average earth pressure acting on the top of the boxy segment is larger than overburden pressure at the same depth if this depth is twice of the width of the boxy segment. But if the depth is 4.8 times larger than the length of the boxy segment, the average pressure is less than overburden pressure.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1999 (638), 167-178, 1999-12-21
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282680285257216
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- NII Article ID
- 10004446083
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
- http://id.crossref.org/issn/02897806
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- NDL BIB ID
- 4960712
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed