Communications - Scientific Letters of the University of Zilina 2004, 6(1):64-67 | DOI: 10.26552/com.C.2004.1.64-67

Static and Dynamic Tests of the Railway Subgrade Construction Model

Jan Lelak1, Dusan Slavik1, Martin Mecar1
1 Department of Railway Engineering and Track Management, Faculty of Civil Engineering, University of Zilina, Slovak Republic

The presented paper deals with the research of railway subgrade construction. The purpose was to compare static and dynamic modulus of deformation namely on two different railway subgrade constructions. The effect of reinforcing geosynthetics was found out as well, when a different type of reinforcing geosynthetics was used.

Keywords: no keywords

Published: March 31, 2004  Show citation

ACS AIP APA ASA Harvard Chicago Chicago Notes IEEE ISO690 MLA NLM Turabian Vancouver
Lelak, J., Slavik, D., & Mecar, M. (2004). Static and Dynamic Tests of the Railway Subgrade Construction Model. Communications - Scientific Letters of the University of Zilina, 6(1), 64-67. doi: 10.26552/com.C.2004.1.64-67
Share...
Download citation
  • BibTeX (.bib)
  • Bookends (.ris)
  • EasyBib (.ris)
  • EndNote (.enw)
  • EndNote 8 (.xml)
  • ISI WoS (.isi)
  • Medlars (.medlars)
  • Mendeley (.ris)
  • MODS (.xml)
  • Papers (.ris)
  • RefWorks (.txt)
  • RefManager (.ris)
  • RIS (.ris)
  • MS Word (.xml)
  • Zotero (.ris)
    • Open full article

    References

    1. Guide S4 ŽSR Railway subgrade, Nakladelství dopravy a spojů, Praha 1988
    2. LEĽAK, J.: Navrhovanie a posudzovanie konštrukcie podvalového podložia, Projekt dizertačnej práce, Žilina, 2002
    3. LEĽAK, J., SLÁVIK, D., MEČÁR, M.: The model measurements of the bearing capacity of the railway subgrade construction, 5-th European Conference of Young Research and Science workers in Transport and Telecommunications TRANSCOM 2003, Žilina, Slovak Republic, 23 - 25 June 2003
    4. The guide for service and use of light dynamic plate LDD 100

    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.


    Return to the content