CONSOLIDATION OF SOILS BY VERTICAL DRAIN WELLS WITH FINITE PERMEABILITY

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概要

• 論文の詳細を見る

• The present study has theoretically treated the consolidation process by the vertical drain method, taking the well registance into consideration. Rigorous solutions of this problem have been given in graph forms and will be of great use in the analysis of the stabilization of soft soils by means of drain wells. The derived quantitative data predict that the effect of well registance should be taken into account for the design of vertical drains in the case of deep and soft deposit which is often found in Japan.

• 社団法人地盤工学会の論文
• 1974-06-15

著者

• 中ノ堂 裕文

  Faculty Of Engineering Hiroshima University

• 吉国 洋

  Faculty Of Engineering Hiroshima University

関連論文

• 地盤の変形計測とその情報化施工への適用
• 放射流れによる円筒状粘土の圧密
• CONSOLIDATION OF A CLAY CYLINDER WITH EXTERNAL RADIAL DRAINAGE
• 有限な透水性を持つバーチカルドレーンによる圧密
• 放射流れによる円柱の圧密(『土質工学会論文報告集』Vol.15,No.1(1975年3月発行)掲載論文の概要)
• CONSOLIDATION OF A CLAY CYLINDER WITH EXTERNAL RADIAL DRAINAGE
• 有限な透水性を持つバーチカルドレーンによる圧密(『土質工学会論文報告集』Vol. 14,No.2 (1974年6月発行)掲載論文の概要)
• CONSOLIDATION OF SOILS BY VERTICAL DRAIN WELLS WITH FINITE PERMEABILITY
• SETTLEMENT BEHAVIOR OF IMPROVED GROUND WITH A VERTICAL DRAIN SYSTEM
• 間げき水圧を中心にした圧密論の再構成
• 三次元圧密の基礎理論
• 間隙水圧を中心にした圧密論の再構成
• 三次元圧密の基礎理論

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