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  1. Home /
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  3. Vol 6 No 3 (2004)

Published: 2004-09-30

Full Issue

  • complete issue No. 3/2004

Articles

  • Stress and compressibility calculation in subsoil of high embankments and effectiveness of speeding up subsoil consolidation
    Marian Drusa, Nguyen Giang
    5-9
    • pdf
  • Vertical track stiffness effect on dynamic behaviour of track structure
    Milan Moravcik
    10-16
    • pdf
  • Mutli-element system reliability using markov chain model
    Peter Kotes, Josef Vican
    17-21
    • pdf
  • Shear capacity of rc beams strengthened with externally bonded frp composite sheets
    Patrik Kotula, Stefan Zemko
    22-27
    • pdf
  • Evaluation of pavement friction according to european standards
    Jan Celko, Matus Kovac
    28-30
    • pdf
  • Climatic characteristics and the temperature regime of asphalt pavements
    Jan Corej, Martin Korenko, Eva Remisova
    31-36
    • pdf
  • Experimental verification of railway substructure with application of reinforced geocomposite
    Libor Izvolt, Martin Mecar
    37-43
    • pdf
  • Experimental and mathematical analysis of a multi-layer system of railway track
    Hana Hana Krejcirikova, Martin Lidmila
    44-46
    • pdf
  • GIS application for solution of the problems of public transportation system in Zilina
    Dana Sitanyiova, Sona Masarovicova
    47-50
    • pdf
  • Geotechnical aspects of railway tunnel construction near rudoltice
    Marian Drusa, Vladimir Grof
    51-54
    • pdf
  • Reliability of electrical security systems in external protection of the military objects
    Tatiana Olejnikova
    55-60
    • pdf

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ISSN (print version) 1335-4205, ISSN (online version) 2585-7878, Registered No. EV 3672/09, IČO 00397 563

Journal Komunikácie - vedecké listy Žilinskej univerity v Žiline / Communications - Scientific Letters of the University of Žilina is indexed in Ebsco host and Scopus.

Journal is housed at the University of Žilina.

 

This is Open Access content licensed under the terms of the Creative Commons Attribution License 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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