Geosynthetics Engineering Journal
Online ISSN : 1883-146X
Print ISSN : 1344-6193
ISSN-L : 1344-6193
EXAMINATION OF VACUUM-INDUCED CONSOLIDATION METHOD IN CONSTRUCTION OF LARGE-SCALE EMBANKMENT ON SOFT GROUND
Keiji KARIYAZAKIToyoji YONEZAWAOsamu MARUYAMAKenichi KOJIMATakaki MATSUMARU
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2006 Volume 21 Pages 53-60

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Abstract
Kumamoto rail yard of Kyushu Sinkansen is planned to be constructed on soft clay layer, so consolidation-promotion method is necessary. Pre-load method is often used as consolidation-promotion method, but applying of vacuum-induced consolidation method is planed for reducing deformation of neighboring structures. Therefore, in this area, two types of experimental embankments with Pre-load method and vacuum-induced method were constructed. In this paper, we evaluated effect and influence of these methods, and examined consolidation-promotion method on constructing rail-yard embankment.
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© Japan Chapter of International Geosynthetics Society
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