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Numerical Simulation of non Linear Behavior of Laterally Loaded Pile

  • S. Belkhir
  • D. Levacher
  • W. Hamadeh
  • S. Mezazigh
Conference paper
Part of the International Centre for Mechanical Sciences book series (CISM, volume 397)

Abstract

Due to the recent research advances in understanding mechanisms which govern the deep behavior foundations, now the vertical piles can be used to support correctly lateral loads. The paper concerns the development of a computer program for studying non linear behavior of lateral loaded piles taking into account the shear stress at the sand interface layers.

Some examples issued from the use of the numerical code are compared with experimental results from centrifuge modelling loaded piles tests.

The influence that a shear stress at the soil on the behavior laterally loaded piles was also studied.

Key words : Piles, Lateral loaded, Deep foundation, Shear stress, Numerical model, Centrifuge model-piles.

Keywords

Shear Stress Transfer Matrix Linear Behavior Design Code Lateral Load 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

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Copyright information

© Springer-Verlag Wien 1998

Authors and Affiliations

  • S. Belkhir
    • 1
  • D. Levacher
    • 1
  • W. Hamadeh
    • 2
  • S. Mezazigh
    • 1
  1. 1.Le Havre UniversityLe HavreFrance
  2. 2.BCEOMMontpellierFrance

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