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A Soil Foundation Interaction Model for the Analysis of Pile Group Behaviour

Author(s):


Medium: journal article
Language(s): English
Published in: Structural Engineering International, , n. 1, v. 12
Page(s): 40-46
DOI: 10.2749/101686602777965649
Abstract:

This article presents a method for evaluating the distribution of the external loads within a pile group. The model is based on the imposition of the rotation compatibility condition between the pile cap and the piles heads. It includes the soil-foundation interaction which depends, in turn, on two main parameters. The result is a set of clear formulas similar to those provided by the statically-determinate method. Finally, a parametric analysis shows the correlation, by means of an interaction domain, between the axial forces and the bending moments in the pile heads as a function of the lateral loads.

  • About this
    data sheet
  • Reference-ID
    10003893
  • Published on:
    20/09/2002
  • Last updated on:
    28/10/2016
 
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