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In this paper, a 3-D comparative study is carried out about a driven pile deflexion evolution in sand under static lateral loading. The soil is modelled according to linear isotropic homogeneous behavior law and Morh-Coulomb elastoplastic behavior law. Numerical results from finite elements calculations are compared with centrifuge measurements to validate the problem theoretical approach.. Mots-cles:Elements finis 3-D ; pieu-sol ; chargement lateral ; comportement ; centrifugeuse ; sable.

Analyse numérique du comportement d’un pieu isolé tridimensionnel chargé latéralement en milieu pulvérulent