ESTIMATION OF THE CLAY GROUND IMPROVED BY SAND COMPACTION PILES AT KAWASAKI MAN-MADE ISLAND
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- Kobayashi Hajime
- 社団法人 土木学会 日本道路公団 東京第二管理局
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- Kogo Makoto
- 日本道路公団 四国支店 技術部
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- Suzuki Kenichi
- 社団法人 土木学会 鹿島建設 (株) 土木設計本部
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- Sakai Shigeyuki
- 不動建設 (株) ジオ・エンジニアリング事業本部 第一研究室
Bibliographic Information
- Other Title
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- 東京湾横断道路川崎人工島内部掘削時におけるSCP改良地盤調査報告
- トウキョウワン オウダン ドウロ カワサキ ジンコウトウ ナイブ クッサクジ
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Description
Taking advantage of an opportunity that the inner part of slurry wall at Kawasaki man-made island for Trans Tokyo Bay Highway was being excavated, we could estimate the effct of soil improvement work done by the offshore sand compaction piles for the said excavation area was as deep as from TP-28.0m to TP-55.0m. We investigated on the quality of sand piles and characteristics of clay in-between the sand piles at each depth after a lapse of four years. It resulted in our confirmation that sand piles installed into the undersea ground has kept good condition in its quality and appearance, and the strength of clay in-between piles increased.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1996 (553), 41-48, 1996-12-20
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680287089664
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- NII Article ID
- 130003982516
- 10001795070
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 4104919
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed