Variational solution for vertically loaded pile groups in an elastic half-space

  • Shen W
  • Chow Y
  • Yong K
  • 41


    Mendeley users who have this article in their library.
  • 28


    Citations of this article.


This paper presents a variational approach that can be used to analyse vertically loaded pile groups in soil modelled by an elastic half-space. With use of a variational approach, both the displacements and shear stresses of group piles are each represented by a finite series. The principle of minimum potential energy is used to determine the response of pile groups. Good agreement between the present analytical method and other numerical methods is observed for the behaviour of pile groups. The theoretical predictions compare reasonably well with field measurements.

Author-supplied keywords

  • analysis
  • elasticity
  • numerical modelling and
  • piles
  • settlement
  • soil
  • structure interaction

Get free article suggestions today

Mendeley saves you time finding and organizing research

Sign up here
Already have an account ?Sign in

Find this document

Get full text


  • W. Y. Shen

  • Y. K. Chow

  • K. Y. Yong

Cite this document

Choose a citation style from the tabs below

Save time finding and organizing research with Mendeley

Sign up for free