STABILITY OF SOFT CLAY FOUNDATIONS UNDERNEATH EMBANKMENT, CONSOLIDATED BY MEANS OF CARD-BOARD DRAINS

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概要

• 論文の詳細を見る

• Determination of reasonable values of m_v, c_h, c_u/p' for designing embankment foundations on soft clay stabilized by the card-board drain method is described. Model experiments on the foundation failure of partly consolidated clay were conducted and it was observed that their states of failure were very different from homogeneous cases where slip planes of logarithmic arc were clearly observed. A fundamental equation for the consolidation of cylindrical clay with radial drainage is obtained using deformation conditions at the boundary and it is shown that this equation is somewhat different from Barron's.

• 社団法人地盤工学会の論文

著者

• Uchibayashi T.

  Penta-ocean Construction Co. Ltd.

• ABOSHI H.

  University of Hiroshima

• YOSHIKUNI H.

  University of Hiroshima

関連論文

• STABILITY OF SOFT CLAY FOUNDATIONS UNDERNEATH EMBANKMENT, CONSOLIDATED BY MEANS OF CARD-BOARD DRAINS

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