GEOTECHNICAL ISSUES AND APPROACH ON KANSAI INTERNATIONAL AIRPORT PROJECT -PREDICTION AND PERFORMANCE OF SETTLEMENT-
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- FURUDOI Teruaki
- 関西国際空港用地造成株式会社
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- KOBAYASHI Masaki
- 小林ソフト化研究所株式会社
Bibliographic Information
- Other Title
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- 関西国際空港建設に関わる地盤工学的問題と対応 ‐沈下の予測と実際‐
- GEOTECHNICAL ISSUES AND APPROACH ON KANSAI INTERNATIONAL AIRPORT PROJECT
- −PREDICTION AND PERFORMANCE OF SETTLEMENT−
- -沈下の予測と実際-
Description
Kansai International Airport was constructed in Osaka bay as the first offshore airport in the world. At the construction site, more than 20m of the soft holocene clay layer and hundreds of meters of the pleistcene clay layer deposited. There were many important geotechnical issues, such as the soil stabilization of holocene clay layer, and the prediction of consolidation settlement of pleistcene clay layer. To solve these problems, we have dealt with many investigations, such as a lot of deep boring surveys. This report shows the approach of the settlement prediction technique, and countermeasure against the settlement on the site.
Journal
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- Doboku Gakkai Ronbunshuu C
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Doboku Gakkai Ronbunshuu C 65 (4), 998-1017, 2009
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680230920064
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- NII Article ID
- 130004468372
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- ISSN
- 1880604X
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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