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Settlement of the Kansai International Airport Islands

Authors :
J. R. Funk
Gholamreza Mesri
Source :
Journal of Geotechnical and Geoenvironmental Engineering. 141
Publication Year :
2015
Publisher :
American Society of Civil Engineers (ASCE), 2015.

Abstract

The Kansai International Airport was constructed in Osaka Bay in 18- to 20-m-deep seawater to avoid noise pollution and land acquisition disputes. Construction of the 511-ha Island I began in 1987 and Runway I began operation in 1994. Construction of the 545-ha Island II began in 1999, and Runway II began operation in 2007. Using more than 2.2 million vertical sand drains fully penetrating into the 17.3- to 24.1-m-thick Holocene clay layer and 430 million cubic meters of fill material, the project is viewed as an engineering marvel. On the basis of a detailed review of the geology of Osaka Bay, construction of the Airport Islands, and the permeability and compressibility of the Holocene and Pleistocene subseabed deposits that reached a depth of 400 m below the seafloor at the Kansai Airport site, settlement analyses were conducted assuming the uniqueness of end-of-primary void ratio–effective vertical stress relationship and the C α / C c law of compressibility. Airport Island I has already settl...

Details

ISSN :
19435606 and 10900241
Volume :
141
Database :
OpenAIRE
Journal :
Journal of Geotechnical and Geoenvironmental Engineering
Accession number :
edsair.doi...........a6333247c56b64b0eeb6019d3286d3bb
Full Text :
https://doi.org/10.1061/(asce)gt.1943-5606.0001224