@article{ajmse2019713,
author={{SALL, Oustasse Abdoulaye and SARR, D¨¦thi¨¦ and BA, Makhaly and TCHAKOU, Atsou Edem},
title={Numerical Modeling of the Behavior of a Pile Foundation under Axial Load with Ansys},
journal={American Journal of Materials Science and Engineering},
volume={7},
number={1},
pages={12--20},
year={2019},
url={http://pubs.sciepub.com/ajmse/7/1/3},
issn={2333-4673},
abstract={This paper studies the behavior of an isolated pile under static axial load and aims to analyze this type of foundation taking into account the soil-structure interaction. The implemented approach is a finite element analysis of a numerical behavior model of the soil-pile system, with emphasis on the behavioral parametric study of the system. A three-dimensional numerical model taking into account the geometric, mechanical and geotechnical parameters of the soil was used for modeling on Ansys using finite element method (<i><b>FEM</b></i>). This allowed us to study the influence of soil behavior (<i>elastic or elastoplastic perfect</i>) on the response of the pile under axial load. The study also shows that the increase of the soil reaction module gives rise to a "dome effect" or a much more pronounced thrust in the elastoplastic domain at a certain depth. The study also shows an increase of the reaction module of the soil mass with the depth and consequently a decrease of the deformations.},
doi={10.12691/ajmse-7-1-3}
publisher={Science and Education Publishing}
}