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Numerical modelling by finite elements for a pile foundation under lateral cyclic action
Author(s) -
BATALI Loretta,
DRĂGUŞIN Andrei,
POPA Horaţiu
Publication year - 2018
Publication title -
ce/papers
Language(s) - English
Resource type - Journals
ISSN - 2509-7075
DOI - 10.1002/cepa.732
Subject(s) - centrifuge , pile , foundation (evidence) , finite element method , kinematics , structural engineering , constitutive equation , geotechnical engineering , numerical analysis , hardening (computing) , engineering , geology , mathematics , materials science , law , physics , mathematical analysis , classical mechanics , layer (electronics) , political science , nuclear physics , composite material
Abstract The present paper is proposing to make a comparison between numerical results using Finite Element Method and experimental ones, for an isolated pile foundation in sandy soil, submitted to cyclic actions from wave or wind. 3D numerical modelling was performed in CESAR – LCPC software, using Drucker‐Prager constitutive law with kinematic hardening for the soil. The small‐scale centrifuge test results were obtained by IFFSTAR Nantes. The numerical and the experimental results, concerning the pile head displacements were in good agreement.