Journal Published Online: 01 December 1999
Volume 22, Issue 4

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

CODEN: GTJODJ

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.

Author Information

Belkhir, S
Laboratory of Mechanics, University Le Havre, Le Havre
Mezazigh, S
Laboratory of Mechanics, University Le Havre, Le Havre
Levacher, D
Centre de Géomorphologie, UPRS A6193 CNRS, University CAEN
Pages: 9
Price: $25.00
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Details
Stock #: GTJ11243J
ISSN: 0149-6115
DOI: 10.1520/GTJ11243J