Communications - Scientific Letters of the University of Zilina 2005, 7(4):31-36 | DOI: 10.26552/com.C.2005.4.31-36

Diagnostics of the Track Substructure Model and Its Practical Use

Libor Izvolt1, Jan Kardos1, Jan Lelak1, Martin Mecar1
1 Department of Railway Engineering and Track Management, Faculty of Civil Engineering, University of Zilina, Slovakia

The paper presents mathematical equations of dependence of deformation resistance (compaction degree) and static/dynamic deformation module of elasticity reached by experimental measurements at laboratory model of scale 1:1 in 2003 and 2004. Recommendations for practice from the point of view of dimensioning and suitability of applied materials into the railway substructure are also presented.

Keywords: no keywords

Published: December 31, 2005  Show citation

ACS AIP APA ASA Harvard Chicago Chicago Notes IEEE ISO690 MLA NLM Turabian Vancouver
Izvolt, L., Kardos, J., Lelak, J., & Mecar, M. (2005). Diagnostics of the Track Substructure Model and Its Practical Use. Communications - Scientific Letters of the University of Zilina7(4), 31-36. doi: 10.26552/com.C.2005.4.31-36
Download citation

References

  1. Instruction S4 of the Slovak Railways "Railway substructure", NADAS Praha, operation of 1th January 1988

This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0), which permits use, distribution, and reproduction in any medium, provided the original publication is properly cited. No use, distribution or reproduction is permitted which does not comply with these terms.