THE BEHAVIOUR OF UNIFORMLY LOADED PILED STRIP FOOTINGS

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概要

• 論文の詳細を見る

• Graphical results are presented for load taken by piles, maximum displacement and differential displacement, and maximum positive and negative bending moments, due to uniformly distributed loading applied to a smooth strip footing which is supported by piles and a very deep homogeneous isotropic elastic foundation.The results presented are for piles whose length/diameter ratio is 50,footings whose width is 5 pile diameters and an incompressible foundation. Corrections for other pile length/diameter ratios, other footing widths and soil Poisson's ratio of zero, are discussed.

• 社団法人地盤工学会の論文
• 1975-12-15

著者

• Wiesner T.j.

  Dept. Of Civil Engineering University Of Sydney

• BROWN P.T.

  Dept. of Civil Engineering, University of Sydney

• Brown P.t.

  Dept. Of Civil Engineering University Of Sydney

関連論文

• THE BEHAVIOUR OF UNIFORMLY LOADED PILED STRIP FOOTINGS
• INFLUENCE OF SOIL INHOMOGENEITY ON RAFT BEHAVIOUR

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