One major concern in highly developed urban coastal areas is to obtain quality soil for various construction purposes. In addition, the frequent maintenance of ports, lakes and navigation channels to facilitate navigation for ships importing and exporting goods has resulted in the production of a large volume of dredgings. This paper presents a technique in which the dredged material obtained from the seabed is transported and stabilized in a pipeline using compressed air. The technique aims for effective use of marine resources for various construction purposes in the coastal areas, while reducing the manufacturing cost of the geomaterial. A pilot study was launched for a trial construction to investigate the feasibility of the technique and to characterize the geomaterial through field tests, using a modified cone penetrometer, and conventional laboratory tests. Several application areas of the technology for infrastructure development or rehabilitation in coastal areas are presented.
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April 1999
Research Article|
April 01 1999
Technology of air-transported stabilized dredged fill. Part 1: pilot study Available to Purchase
A. Porbaha;
A. Porbaha
Technical Research Institute, TOA Corporation, 1–3 Anzen-cho, Tsurumi-ku, Yokohama 230-0035, Japan
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H. Hanzawa;
H. Hanzawa
Technical Research Institute, TOA Corporation, 1–3 Anzen-cho, Tsurumi-ku, Yokohama 230-0035, Japan
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M. Shima
M. Shima
Engineering and Development Department, TOA Corporation, Tokyo, Japan
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Publisher: Emerald Publishing
Received:
June 22 1998
Revision Received:
February 18 1999
Accepted:
March 03 1999
Online ISSN: 1755-0769
Print ISSN: 1755-0750
© Thomas Telford and ICE
1999
Proceedings of the Institution of Civil Engineers - Ground Improvement (1999) 3 (2): 49–58.
Article history
Received:
June 22 1998
Revision Received:
February 18 1999
Accepted:
March 03 1999
Citation
Porbaha A, Hanzawa H, Shima M (1999), "Technology of air-transported stabilized dredged fill. Part 1: pilot study". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 3 No. 2 pp. 49–58, doi: https://doi.org/10.1680/gi.1999.030201
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