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A Soil-Pile Response under Coupled Static-Dynamic Loadings in Terms of Kinematic Interaction Cover

A Soil-Pile Response under Coupled Static-Dynamic Loadings in Terms of Kinematic Interaction

Civil and Environmental Engineering
Volume 18 (2022): Issue 1 (June 2022)
By: Duaa Al-Jeznawi,  I. B. Mohamed Jais and  Bushra S. Albusoda  
Open Access
|Jun 2022

Authors

Duaa Al-Jeznawi

School of Civil Engineering, College of Engineering, Universiti Teknologi MARA Shah Alam; College of Engineering, Al-Nahrain University, Baghdad, Iraq

I. B. Mohamed Jais

ismac821@uitm.edu.my

School of Civil Engineering, College of Engineering, Universiti Teknologi MARA Shah Alam, Selangor, Malaysia

Bushra S. Albusoda

University of Baghdad, College of Engineering, Baghdad, Iraq
DOI: https://doi.org/10.2478/cee-2022-0010 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835
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Language: English
Page range: 96 - 103
Published on: Jun 29, 2022
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Earthquake,
Pile response,
Sandy soil,
Bending moment,
Lateral deflection
Related subjects:
Business and economics,
Political economics,
Economic theory, systems and structures,
Business management,
Industries,
Environmental management

© 2022 Duaa Al-Jeznawi, I. B. Mohamed Jais, Bushra S. Albusoda, published by University of Žilina
This work is licensed under the Creative Commons Attribution 4.0 License.

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