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

文献

J-GLOBAL ID：200902278972019950 整理番号：04A0501133

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

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著者 (2件)： ,
資料名：
巻： 44 号： 3 ページ： 25-37 発行年： 2004年06月15日
JST資料番号： S0820A ISSN： 1341-7452 資料種別：逐次刊行物 (A)
記事区分：原著論文発行国：日本 (JPN) 言語：英語 (EN)

バーチカルドレーンによって改良された粘性土地盤の二次元圧密を...

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土の圧縮,圧密,せん断,地盤沈下 , 地盤改良,土質安定処理

引用文献 (20件)：

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.

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