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J-GLOBAL ID：200902248231219734   Reference number：08A0080510

Stability Behaviour of SCP Improved Ground to Focus Bending Mode of Sand Piles

砂杭の曲げモードに着目したSCP改良地盤の安定性に関する検討

Author (2)： TAKAHASHI HIDENORI ((独)港湾空港技術研究所) ,  KITAZUME MASAKI ((独)港湾空港技術研究所)
Material： 材料  (Journal of the Society of Materials Science, Japan)
Volume： 57  Issue： 1  Page： 12-17 (J-STAGE)  Publication year： 2008 
JST Material Number： F0385A  ISSN： 0514-5163  CODEN： ZARYA  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： *compaction pile method ,...
Semi thesaurus term： sand compaction pile method ,...

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JST classification (1)： Soil improvement and stabilization  (RA07060C)

Reference (8)：

• 1) H. Takahashi, T. Nakamura and M. Kitazume, “Effect of SCP improvement depth on stability under backfill loading”, Proc. of GeoShanghai International Conference –Ground Modification and Seismic Mitigation–, pp.103-110 (2006).
• 2) H. Shinsha, K. Takata, Y. Kurumada and N. Fujii, “Centrifuge model tests on clay ground partly improved by sand compaction piles”, Proc. of Centrifuge 91, pp.311-318 (1991).
• 3) Y. W. Ng, F. H. Lee and K. Y. Yong, “Development of an in-flight sand compaction piles (SCPs) installer”, Proc. of Centrifuge 98, pp.837-843 (1998).
• 4) Z. Rahman, J. Takemura, M. Kouda and K. Yasumoto, “Experimental study on deformation of soft clay improved by low replacement ratio SCP under backfilled caisson loading”, Soils and Foundations, Vol.40, No.5, pp.19-35 (2000).
• 5) M. Kitazume, “Development of PHRI Mark II geotechnical centrifuge”, Technical Note of the Port and Harbour Research Institute, No.812, p.35 (1995).

Terms in the title (6)： 砂杭 ,  曲げモード ,  着目 ,  SCP ,  改良地盤 ,  安定性