ISSN: 0149-6115
Page Count: 9

Non-Linear Behavior of Lateral-Loaded Pile Taking into Account the Shear Stress at the Sand

Belkhir, S
Laboratory of Mechanics, University Le Havre,

Mezazigh, S
Laboratory of Mechanics, University Le Havre,

Levacher, D
Centre de Géomorphologie, UPRS A6193 CNRS, University CAEN,

(Received 7 July 1998; accepted 23 June 1999)

Abstract

Due to recent research advances in understanding mechanisms that govern deep behavior foundations, vertical piles can now be used to correctly support lateral loads.

This 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.

Some examples issued from the numerical code are compared with experimental results from centrifuge modeling loaded piles tests and with other numerical results from a well-known code used in France.

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

Keywords:
piles, lateral loaded, deep foundation, shear stress, numerical model, centrifuge model piles

Paper ID: GTJ11243J
DOI: 10.1520/GTJ11243J
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