NDLI: Consolidation behavior of clay ground improved by sand compaction piles

Content Provider	Springer Nature Link
Author	Jung, Jong Bum Lee, Kang Il Lee, Jean Soo
Copyright Year	2000
Abstract	A series of model tests was carried out for the clay ground improved by the fully or partly penetrated sand compaction pile (SCP) ground, in order to investigate the effect of the penetration ratio, the depth and the replacement area ratio of the SCPs. As the results, it was found that the stress concentration ratio varied with the depth and the penetration ratio of the SCPs. The stress concentration ratio decreased with an increase of the penetration ratio and strongly depended upon the process of consolidation and the replacement area ratio.
Starting Page	205
Ending Page	212
Page Count	8
File Format	PDF
ISSN	12267988
Journal	KSCE Journal of Civil Engineering
Volume Number	3
Issue Number	2
e-ISSN	19763808
Language	English
Publisher	Korean Society of Civil Engineers
Publisher Date	2000-01-01
Publisher Place	Seoul
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	consolidation clay ground sand compaction piles penetration ratio displacement ratio Civil Engineering Industrial Pollution Prevention Automotive and Aerospace Engineering, Traffic Geotechnical Engineering
Content Type	Text
Resource Type	Article
Subject	Civil and Structural Engineering

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Consolidation behavior of clay ground improved by sand compaction piles