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Modelling and Assessment of a Single Pile Subjected to Lateral Load Cover

Modelling and Assessment of a Single Pile Subjected to Lateral Load

Studia Geotechnica et Mechanica
Volume 40 (2018): Issue 1 (July 2018)
By: Jasim M. Abbas,  Zamri Chik and  Mohd Raihan Taha  
Open Access
|Jul 2018

Authors

Jasim M. Abbas

jasimalshamary@yahoo.ccom

Department of Civil Engineering, College of Engineering, University of Diyala, Baqubah, Iraq

Zamri Chik

Department of Civil and Structural Engineering, Universiti Kebangsaan Malaysia, Kuala Lumpur, Malaysia

Mohd Raihan Taha

Department of Civil and Structural Engineering, Universiti Kebangsaan Malaysia, Kuala Lumpur, Malaysia
DOI: https://doi.org/10.2478/sgem-2018-0009 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
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Language: English
Page range: 65 - 78
Submitted on: Dec 14, 2017
Accepted on: Mar 23, 2018
Published on: Jul 27, 2018
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
piles,
lateral response,
slenderness ratio,
flexural rigidity,
3D FE analysis
Related subjects:
Geosciences,
Geosciences, other,
Materials sciences,
Composites,
Porous materials,
Physics,
Mechanics and fluid dynamics

© 2018 Jasim M. Abbas, Zamri Chik, Mohd Raihan Taha, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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