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J-GLOBAL ID：200902264355034002   Reference number：08A0080511

Centrifuge Model Tests on Internal Stability of Group Column Type Improved Ground under Embankment

盛土荷重下の杭式改良地盤の内部安定性に関する遠心模型実験

Author (2)： KITAZUME MASAKI ((独)港湾空港技術研究所) ,  MARUYAMA KENJI ((株)ジオデザイン)
Material： 材料  (Journal of the Society of Materials Science, Japan)
Volume： 57  Issue： 1  Page： 18-23 (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： *deep mixing method ,...
Semi thesaurus term： flexure fracture ,...

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

Reference (6)：

• 1) M. Terashi and H. Tanaka, “Bearing capacity and consolidation of ground improved by a group of treated soil columns”, Report of the Port and Harbour Research Institute, Vol.22, No.2, pp.213-266 (1983).
• 2) H. Hashizume, Y. Okochi, J. Dong, N. Horii, Y. Toyosawa and S. Tamate, “Study on the behavior of soft ground improved using deep mixing method”, Proceedings of the International Conference on Centrifuge 98, pp.851-856 (1998).
• 3) M. Terashi, H. Tanaka, T. Mitsumoto, Y. Niidome and S. Honma, “Fundamental properties of lime– and cement-treated soils (2nd Report)”, Report of the Port and Harbour Research Institute, Vol.19, No.1, pp.33-62 (1980).
• 4) M. Kitazume and K. Maruyama, “Internal stability of group column type deep mixing improved ground under embankment loading”, Soils and Foundations Vol.47, No.3, pp.437-455 (2007).
• 5) M. Kitazume and K. Maruyama, “External stability of group column type deep mixing improved ground under embankment”, Soils and Foundations, Vol.46, No.3, pp.323-340 (2006).

Terms in the title (5)： 盛土 ,  荷重 ,  改良地盤 ,  安定性 ,  遠心模型実験