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Influence of Rail Track Foundation Parameters on the Nonlinear Dynamic Response of a Railway Track Cover

Influence of Rail Track Foundation Parameters on the Nonlinear Dynamic Response of a Railway Track

Technical Transactions
Volume 122 (2025): Issue 1 (January 2025)
By: Piotr Kozioł and  Zenon Pilecki  
Open Access
|Dec 2025

Authors

Piotr Kozioł

piotrkoz@oslomet.no

Oslo Metropolitan University, Norway

Zenon Pilecki

pilecki@meeri.pl

Mineral and Energy Economy Research Institute of the Polish Academy of Sciences
DOI: https://doi.org/10.37705/TechTrans/e2025021 | Journal eISSN: 2353-737X | Journal ISSN: 0011-4561
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Language: English
Submitted on: Oct 24, 2025
Accepted on: Dec 3, 2025
Published on: Dec 1, 2025
Published by: Cracow University of Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 1 issue per year
Keywords:
rail track dynamics,
nonlinear stiffness,
analytical modelling,
semi-analytical methods
Related subjects:
Architecture and design,
Architecture,
Architects, buildings,
Engineering,
Mechanical engineering,
Mechanics,
Industrial chemistry,
Chemical engineering,
Materials sciences,
Materials sciences, other

© 2025 Piotr Kozioł, Zenon Pilecki, published by Cracow University of Technology
This work is licensed under the Creative Commons Attribution-ShareAlike 4.0 License.

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