Evaluation of the Effect of Penetration Ratios on Composite Grounds Improved with Sand Compaction Piles

References

• Bae , W. S. , S. W. Oh , and B. W. Shin . 2006 . Centrifugal model test on the behaviors of composite ground improved with sand compaction piles focused on stress concentration of SCPs . Korean Society of Civil Engineers 26 ( 1C ): 19 – 24 . (in Korean)
   Google Scholar
• Craig , W. H. and B. K. Bujang . 1994 . Simulation of a sand column trial embankment . Proceedings of the International Conference Centrifuge 94 : 561 – 565 .
   Google Scholar
• Jeong , G. C. , Y. Heo , and W. S. Bae . 2012 . Behavior of soft ground improved with fully-partly penetrated sand compaction piles . Journal of the Korean Geo-environmental Society 13 ( 9 ): 91 – 99 . (in Korean)
   Google Scholar
• Jeong , G. C. 2013 . Behavior of low replacement sand compaction piles with penetration ratio. PhD Dissertation. Chungbuk National University, Korea. (in Korean)
   Google Scholar
• Ju , K. W. 2004 . Consolidation analysis of soils improved by partly penetrated SCP with low replacement ratio. MS Thesis. Daejin University, Korea. (in Korean)
   Google Scholar
• Jung , J. B. 1998 . Study on consolidation behavior of clay ground improved by the partly penetrated sand compaction piles. PhD Dissertation. University of Hiroshima, Japan.
   Google Scholar
• Kim , D. E. , H. I. Park , S. R. Lee , and S. H. You . 2008. Evaluation of stress distribution ratio according to clay ground condition and stone column characteristics. Journal of the Korean Geotechnical Society 24(11): 35–41. (in Korean)
   Google Scholar
• Kim , Y. N. 2003 . Study on the consolidation behavior of cohesive soils improved by penetrated and partly penetrated sand compaction piles. MS Thesis. Suwon University, Korea. (in Korean)
   Google Scholar
• Masaaki , T. and K. Masaki . 1990 . Bearing capacity of clay ground improved by sand compaction piles of low replacement area ratio . Report of the Port and Harbour Research Institute 29 ( 2 ): 119 – 147 .
   Google Scholar
• Murayama , S. 1957 . Improvement of soft ground by sand compaction pile . Conference Papers of Osaka Construction Works 1 – 17 . (in Japanese)
   Google Scholar
• Rahman , Z. , J. Takemura , K. Masayuki , and K. Yasumoto . 2000 . Experimental study on deformation of soft clay improved by low replacement ratio SCP under backfilled caisson loading . Soils and Foundations 40 ( 5 ): 19 – 35 .
   Google Scholar
• Song , M. G. , W. S. Bae , S. R. Ann , and Y. Heo . 2011 . Centrifugal model test on stress concentration behaviors of composition ground under flexible/stiff surcharge loadings . Journal of the Korean Geo-environmental Society 12 ( 6 ): 515 . (in Korean)
   Google Scholar
• Van Impe , W. and E. De Beer . 1983 . Improvement of settlement behaviour of soft layers by means of stone columns. Proceedings of VIII European Conference on Soil Mechanics & Foundation Engineering, Helsinki, 309–312.
   Google Scholar
• Yagi , N. , M. Enoki , R. Yatable , Y. Tasaka , and T. Takata . 1995 . Consolidation on initial stress state of composite ground . The 22th Conference of JSSMFE 1801 – 1802 .
   Google Scholar
• You , S. K. 2003 . Experimental study on stress sharing behavior of composition ground improved by sand compaction piles with low replacement area ratio . Journal of the Korean Geotechnical Society 19 ( 5 ): 253 – 261 .
   Google Scholar
• Color versions of one or more of the figures in the article can be found online at www.tandfonline.com/umgt.
   Google Scholar