MODEL TESTS ON PILE GROUPS SUBJECTED TO LATERAL SOIL MOVEMENT

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概要

• 論文の詳細を見る

• This paper describes a series of model tests on instrumented pile groups embedded in calcareous sand undergoing lateral movement. The extent of the group effect on the lateral response of a pile in a group was found to be dependent on a number of factors, including the position of the pile in the group, the pile spacing, the number of piles, and the head fixity condition. The agreement between the experimental results and the theoretical predictions by an existing boundary element program is shown to be reasonably good, provided that appropriate parameters are adopted.

• 社団法人地盤工学会の論文
• 1997-03-15

著者

• Poulos H

  Senior Principal Coffey Partners International And Professor Of Civil Engineering The University Of

• Hull T.s.

  Centre For Geotechnical Research University Of Sydney

• CHEN L.T.

  Coffey Partners International Pty Ltd.

• POULOS H.G.

  Coffey Partners International Pty Ltd., Civil Engineering, University of Sydney

• Chen L.t.

  Coffey Partners International Pty Ltd.:school Of Civil And Mining Engineering University Of Sydney

関連論文

• MODEL TESTS ON PILE GROUPS SUBJECTED TO LATERAL SOIL MOVEMENT
• MODEL TESTS ON SINGLE PILES SUBJECTED TO LATERAL SOIL MOVEMENT
• THE EFFECTS OF SOIL YIELDING ON SEISMIC RESPONSE OF SINGLE PILES

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