Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
Online ISSN : 2185-4688
ISSN-L : 2185-4688
Annual Journal of Civil Engineering in the Ocean Vol.32
APPLICATION OF VACUUM CONSOLIDATION METHOD FOR CLAY GROUND AND GROUND BEHAVIOR UNDER CONSTRUCTION OF EXTRA-EMBANKMENT
Masato NAKAMICHIMakoto YAMAGUCHITakashi UMEYAMAShuji YAMAMOTOOsamu KAWAHARAKanta OHISHIMasaaki KATAGIRI
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2016 Volume 72 Issue 2 Pages I_402-I_407

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Abstract
 To construct an extra-embankment for the disposal pond of dredged clays, the vacuum consolidation method for the reclaimed clay ground was performed. In this paper, the design and construction of vacuum consolidation method for the reclaimed clay ground were outlined. From the results of back-analysis using data of the monitoring and ground survey, the design of vacuum consolidation method for such ground was assessed. It was pointed out that the determination method of model ground for such soft reclaimed clay ground was important. And the determination method using reclamation analysis was proposed. The ground behavior under the construction of extra-embankment was also shown.
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© 2016 Japan Society of Civil Engineers
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