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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

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Description
  • The question of the track geometry stability influence of track bed layers and by the ballast upon has not been answered yet. The article gives general information on the state of art and development in railway infrastructure diagnostic – continuous track bed diagnostic with estimation of the lateral track resistance. Proposed method for the continuous track bed diagnostic uses dynamic track stabilizers or ballast compactors. The dynamic path measurement is also described as the method for the comparison of new track and switch point components. There are discussed main fundamentals of the method for dynamic measurements and their appropriate evaluation. These principles are demonstrated by dynamic measurements done before.
  • The question of the track geometry stability influence of track bed layers and by the ballast upon has not been answered yet. The article gives general information on the state of art and development in railway infrastructure diagnostic – continuous track bed diagnostic with estimation of the lateral track resistance. Proposed method for the continuous track bed diagnostic uses dynamic track stabilizers or ballast compactors. The dynamic path measurement is also described as the method for the comparison of new track and switch point components. There are discussed main fundamentals of the method for dynamic measurements and their appropriate evaluation. These principles are demonstrated by dynamic measurements done before. (en)
Title
  • Dynamic Diagnostic of the Track Substructure
  • Dynamic Diagnostic of the Track Substructure (en)
skos:prefLabel
  • Dynamic Diagnostic of the Track Substructure
  • Dynamic Diagnostic of the Track Substructure (en)
skos:notation
  • RIV/00216305:26110/01:PU21861!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • V, Z(MSM 261100007)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 678351
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/01:PU21861
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Railway structures (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [27CE7C46EFAA]
http://linked.open...v/mistoKonaniAkce
  • London
http://linked.open...i/riv/mistoVydani
  • Edinburgh
http://linked.open...i/riv/nazevZdroje
  • Railway Engineering-2001
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Zvěřina, Pavel
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • The University of Edinburgh
https://schema.org/isbn
  • 0-947644-45-8
http://localhost/t...ganizacniJednotka
  • 26110
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