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.
Consolidation behavior of clay ground improved by sand compaction piles
KSCE J Civ Eng
KSCE Journal of Civil Engineering ; 3 , 2 ; 205-212
01.06.1999
8 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Behavior of composite ground reinforced by sand compaction piles
Tema Archiv | 2007
|Numerical analyses of composite ground improved by fully and partly penetrated sand compaction piles
Springer Verlag | 2001
|Scheme 6/5 Sand Compaction Piles
British Library Conference Proceedings | 1989
|Effect of soil compaction piles on settlement reduction in soft ground
Tema Archiv | 2005
|Field Study of Capacity Helical Piles in Sand and Silty Clay
Online Contents | 2017
|