Experimental study on a liquefaction countermeasure for flume channel using sheet-pile with drain
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- OTSUSHI Kazutaka
- Construction Technology Department, SUMITOMO METAL INDUSTRIES, LTD.
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- KATO Tomoo
- Kiso River Canal Integrated Management Office, Japan Water Agency
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- HARA Takashi
- Department of Civil Engineering, Gifu University
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- YASHIMA Atsushi
- Department of Civil Engineering, Gifu University
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- OTAKE Yu
- Structure Engineering Division Tokyo Office, CTI Engineering Co. Ltd.
Bibliographic Information
- Other Title
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- 排水機能付き鋼矢板を用いたフルーム開水路の液状化対策に関する実験的研究
Description
Rapid development of a reasonable liquefaction countermeasure for flume channels has been required for the following reasons: 1) several large earthquakes are predicted to occur throughout Japan in the near future; 2) severe damage to flume channels built in liquefiable ground is predicted as a result; 3) flume channels supplying drinking water is an important as lifeline facilities after earthquakes; and 4) tremendous amounts of money would be required to apply the countermeasures in popular use (such as those to prevent liquefaction) to the whole length of long flume channels. Therefore, the authors conducted a study on the application of a countermeasure using sheet-pile with drain to flume channels with the aim of reducing the influence of liquefaction on such structures while satisfying their performance requirements. In this study, the effectiveness of the proposed countermeasure to flume channels was initially confirmed through a series of shaking table tests (1G). This paper describes the details of the experiment and the applicability of the countermeasure to the flume structure as well as the background to this study grounded on performance-based design (PBD) concept.
Journal
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- Japanese Geotechnical Journal
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Japanese Geotechnical Journal 5 (1), 19-33, 2010
The Japanese Geotechnical Society
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Keywords
Details 詳細情報について
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- CRID
- 1390001205258695936
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- NII Article ID
- 130004482804
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- DOI
- 10.3208/jgs.5.19
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- ISSN
- 18806341
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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