Yun Tian-quan. Pile Analysis by Simple Integral Equation Methods[J]. Applied Mathematics and Mechanics, 1981, 2(3): 307-320.
Citation: Yun Tian-quan. Pile Analysis by Simple Integral Equation Methods[J]. Applied Mathematics and Mechanics, 1981, 2(3): 307-320.

Pile Analysis by Simple Integral Equation Methods

  • Received Date: 1980-02-29
  • Publish Date: 1981-06-15
  • Two simple integral equation methods are proposed for the aaalysis of vertical loaded pile.One of them is; let the aaisymmetrical loads formed by Mindlin's horizontal point forces be distributed along the azis z in [0,L] of the elastic half-space,and composed with the Boussinesq's point force.The other is; in addition to the above fictitious loads,the Mindlin's vertical forces are distributed along the azis z in [0,L].The former reduces the problem of a vertical loaded pile embedded in a half-space with the following boundary conditions.
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  • [1]
    Banerjee,P.K.,Integral equation method for analysis of piece-wise non-homogeneous three-dimensional elastic solids of arbitrary shape,Int,J.Mech.Sc s.,18(1976),293.
    [2]
    Butterfield,R.and Banerjee P,K The elastic analysis of compressible piles and pile groups,Geotechnique,21,(1971),43.
    [3]
    Poulos,H,G.,Load-settlement predictions for piles and piers,Proc.ASCE SM.9,(1972),879.
    [4]
    Mattes,N.S.,The influence of radial displacement compatibility on pile settlements,Geotechnique,19(1969),157.
    [5]
    Muki,R.and Sternberg,E,Elastostatic load-transfer to a half-space from a partially embedded axially loaded rod,Int,J.Solid Structures,5(1969),587.
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