PERFORMANCE AND PREDICTION OF DREDGED CLAY RECLAIMED LAND BY VACUUM CONSOLIDATION METHOD | Zendy

Hidefimi IKEDA | Zendy

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PERFORMANCE AND PREDICTION OF DREDGED CLAY RECLAIMED LAND BY VACUUM CONSOLIDATION METHOD

Author(s) -

Hidefimi IKEDA

Publication year - 2015

Publication title -

international journal of geomate

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.267

H-Index - 17

eISSN - 2186-2990

pISSN - 2186-2982

DOI - 10.21660/2015.16.4165

Subject(s) - consolidation (business) , geotechnical engineering , land reclamation , environmental science , land consolidation , mining engineering , geology , business , archaeology , geography , accounting , agriculture

One of the methods for increasing the capacity of disposal pond for dredged marine clay is the volume reduction in already reclaimed dredged clay ground. In the vacuum consolidation method, the pore water in the reclaimed clay ground is squeezed by vacuum pumps, and ground surface settles. In this paper, the performance of reclaimed land with dredged clay by the vacuum consolidation method is introduced, and is compared with the prediction of consolidation behavior at the design. In addition, the back analysis of settlement behavior of such reclaimed ground is performed, and the design procedure of vacuum consolidation for reclaimed ground with dredged clays is proposed.

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