Buckling Loads of Fully Embedded Pile in Clayey Soil Based on the Finite Element Method Cover

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Buckling Loads of Fully Embedded Pile in Clayey Soil Based on the Finite Element Method

Modelling in Civil Environmental Engineering

Volume 16 (2021): Issue 3 (September 2021)

By: Ahmed Halimi and Salim Kouloughli

Open Access

|Feb 2022

Authors

Ahmed Halimi

ahmed.halimi@umc.edu.dz

PhD student, Frères Mentouri University, Constantine-Algeria, Faculty Sciences of Technology, Civil engineering department

Salim Kouloughli

salimkouloughli@yahoo.fr

Professor, PhD, Frères Mentouri University, Constantine-Algeria, Faculty Sciences of Technology, Civil engineering department

DOI: https://doi.org/10.2478/mcee-2021-0013 | Journal eISSN: 2784-1391

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Language: English

Page range: 26 - 39

Published on: Feb 2, 2022

Published by: Technical University of Civil Engineering of Bucharest

In partnership with: Paradigm Publishing Services

Publication frequency: 4 issues per year

Keywords:

buckling of piles,

soil-pile system,

eigenvalue buckling,

finite element analysis

Related subjects:

Introductions and overviews,

Engineering, other

© 2022 Ahmed Halimi, Salim Kouloughli, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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