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Figure 8.
Vertical displacement of the pile for
E
b
= 30.000MPa
From
Numerical Modeling of the Behavior of a Pile Foundation under Axial Load with Ansys
Oustasse Abdoulaye SALL, Déthié SARR, Makhaly BA, Atsou Edem TCHAKOU
American Journal of Materials Science and Engineering
.
2019
, 7(1), 12-20 doi:10.12691/ajmse-7-1-3
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