MODEL TESTS ON SINGLE PILES 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 laboratory tests on single instrumented model piles embedded in calcareous sand undergoing lateral movement. Key parameters influencing the maximum bending moment in the pile for a constant soil density have been identified to be pile head fixity condition, the ratio of the depth of moving soil to the pile embedded length, and pile diameter and stiffness. Normalized expressions for maximum bending moment are also presented. The agreement between the experimental results and the theoretical predictions by an existing boundary element program is shown to be reasonably good.

• 社団法人地盤工学会の論文
• 1995-12-15

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

• POULOS H.G.

  Professor of Civil Engineering, University of Sydney

• CHEN L.T.

  School of Civil and Mining Engineering, University of Sydney, and Geotechnical Engineer, Coffey Part

• 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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