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J-GLOBAL ID：200902278972019950   Reference number：04A0501133

INTERNAL BEHAVIOR OF CLAYEY GROUND IMPROVED BY VERTICAL DRAINS IN 3D-CONSOLIDATION PROCESS

バーチカルドレーンによって改良された粘性土地盤の三次元圧密時の内部挙動

Author (2)： BAEK W (Yamagata Univ., JPN) ,  MORIWAKI T (Kure National Coll. Technol., JPN)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 44  Issue： 3  Page： 25-37  Publication year： Jun. 15, 2004 
JST Material Number： S0820A  ISSN： 1341-7452  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *drainage method ,...
Semi thesaurus term： vertical drain ,...

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JST classification (2)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P) ,  Soil improvement and stabilization  (RA07060C)

Reference (20)：

• 1) Adachi, T. and Oka, F. (1982): Constitutive equations for normally consolidated clay based on elasto-viscoplasticity, Soils and Foundations, 22 (4), 57-70.
• 2) Baek, W., Moriwaki, T. and Kikuchi, Y. (2002a): Measurement and interpretation of three-dimensional consolidation behavior in clayey ground improved by vertical drains, Ground Engineering (Journal of Chugoku Branch, JGS), 20 (1), 71-79 (in Japanese).
• 3) Baek, W., Moriwaki, T. and Kikuchi, Y. (2002b): Effects of consolidation history on three-dimensional consolidation behavior of clay ground improved by vertical drains, Proc. Symposium on Prediction of Deformation and Failure of Ground with Considering Construction Process, 85-92 (in Japanese).
• 4) Baek, W., Moriwaki, T. and Kikuchi, Y. (2003): Three-dimensional consolidation of clay ground improved by vertical drain, Proc. 3rd International Conference on Deformation Characteristics of Geomaterials (IS-Lyon03) (in press).
• 5) Barron, R. A. (1948): Consolidation of fine-grained soils by drain wells, Transactions of ASCE, 113, 718-754.

Terms in the title (3)： バーチカルドレーン ,  粘性土地盤 ,  挙動