<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The fundamental pillars of the emerging European integrated railway area include improving the safety of rail transport and the quality parameters of railway lines and ensuring their interoperability. As rail transport is one of the safest transport systems and the most environmentally friendly, the Slovak Railways (ŽSR) have developed strategic and investment plans to increase the competitiveness of rail transport in relation to other modes of transport. The current modernisation or reconstruction in the territory of the Slovak Republic focuses on the main railway lines that are part of significant European corridors (AGC, AGTC, TEN-T corridors). The inter-station section Palárikovo - Nové Zámky, the subject of the article, is a part of the European corridor No. IV, connecting Dresden with Arad and leading through the territory of the Slovak Republic. In this context, the article presents the analysis of the values of deformation characteristics on the reconstructed inter-station section Palárikovo - Nové Zámky, obtained verifying the quality of the implemented individual structural layers of the track bed.</p>
</abstract>

The fundamental pillars of the emerging European integrated railway area include improving the safety of rail transport and the quality parameters of railway lines and ensuring their interoperability. As rail transport is one of the safest transport systems and the most environmentally friendly, the Slovak Railways (ŽSR) have developed strategic and investment plans to increase the competitiveness of rail transport in relation to other modes of transport. The current modernisation or reconstruction in the territory of the Slovak Republic focuses on the main railway lines that are part of significant European corridors (AGC, AGTC, TEN-T corridors). The inter-station section Palárikovo - Nové Zámky, the subject of the article, is a part of the European corridor No. IV, connecting Dresden with Arad and leading through the territory of the Slovak Republic. In this context, the article presents the analysis of the values of deformation characteristics on the reconstructed inter-station section Palárikovo - Nové Zámky, obtained verifying the quality of the implemented individual structural layers of the track bed.

Diagnostics of the Deformation Resistance of the Track Bed in the Inter -Station Section Palárikovo - Nové Zámky - Track No. 1

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution 4.0 International License.

The fundamental pillars of the emerging European integrated railway area include improving the safety of rail transport and the quality parameters of railway...

Diagnostics of the Deformation Resistance of the Track Bed in the Inter -Station Section Palárikovo - Nové Zámky - Track No. 1

Pubblicato online: 12 mag 2023

Pagine: 280 - 287

DOI: https://doi.org/10.2478/cee-2023-0025

Parole chiave
Railway track, Line modernisation, Track bed, Deformation resistance, Static modulus of deformation

© 2023 Libor Ižvolt et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Diagnostics of the Deformation Resistance of the Track Bed in the Inter -Station Section Palárikovo - Nové Zámky - Track No. 1

Pubblicato online: 12 mag 2023

Pagine: 280 - 287

DOI: https://doi.org/10.2478/cee-2023-0025

Parole chiaveRailway track, Line modernisation, Track bed, Deformation resistance, Static modulus of deformation

© 2023 Libor Ižvolt et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Parole chiave
Railway track, Line modernisation, Track bed, Deformation resistance, Static modulus of deformation