Enhancing Pullout Load Performance of Under-Reamed Piles in Homogeneous Layered Clay: A Numerical Comparative Study

A 3D numerical model generated using PLAXIS-3D software was used in the present research to predict the behavior of under-reamed piles under pullout loading conditions with presumed soil Mohr-Coulomb failure. The under-reamed pile was embedded in homogeneous, layered clay soil, with stiff clay overl...

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Bibliografische Detailangaben

Hauptverfasser:	Anji Al-Bayati, Mohammed AL-Neami, Falah Rahil
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	Unviversity of Technology- Iraq 2023-11-01
Schriftenreihe:	Engineering and Technology Journal
Schlagworte:	numerical study under-reamed pile homogeneous clay pullout load failure mechanism
Online-Zugang:	https://etj.uotechnology.edu.iq/article_180185_4c685a706e99966ccae80f96a4c584a3.pdf
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