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  • The article deals with measurements carried out in three trial sections of railway lines in the Czech Republic, where different types of geocomposites were inserted under ballast during the period of 2008 to 2012. In these sections, the long-term monitoring of the durability of geometric characteristics of the track, as well as the degradation of embedded geosynthetic products and the homogeneity of the load-bearing capacity on the top surface of the ballast and at the sleeper-ballast interface level is in progress using the lightweight falling deflectometer. In each trial section, both measurements on the ballast bed with embedded under-ballast geocomposites and without them were performed. The monitored trail sections, used methodology of the measurement and evaluation of obtained data are described in the article. The benefits of the applied monitoring method are appreciated and conclusions from the operational monitoring of trial sections completed to-date made.
  • The article deals with measurements carried out in three trial sections of railway lines in the Czech Republic, where different types of geocomposites were inserted under ballast during the period of 2008 to 2012. In these sections, the long-term monitoring of the durability of geometric characteristics of the track, as well as the degradation of embedded geosynthetic products and the homogeneity of the load-bearing capacity on the top surface of the ballast and at the sleeper-ballast interface level is in progress using the lightweight falling deflectometer. In each trial section, both measurements on the ballast bed with embedded under-ballast geocomposites and without them were performed. The monitored trail sections, used methodology of the measurement and evaluation of obtained data are described in the article. The benefits of the applied monitoring method are appreciated and conclusions from the operational monitoring of trial sections completed to-date made. (en)
Title
  • Using the Lightweight Falling Deflectometer for Monitoring Trial Railway Sections with Under-Ballast Geocomposites
  • Using the Lightweight Falling Deflectometer for Monitoring Trial Railway Sections with Under-Ballast Geocomposites (en)
skos:prefLabel
  • Using the Lightweight Falling Deflectometer for Monitoring Trial Railway Sections with Under-Ballast Geocomposites
  • Using the Lightweight Falling Deflectometer for Monitoring Trial Railway Sections with Under-Ballast Geocomposites (en)
skos:notation
  • RIV/68407700:21110/14:00219672!RIV15-TA0-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(TE01020168)
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
  • 52494
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/14:00219672
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • lightweight falling deflectometer; geocomposite; load-bearing capacity; long-term monitoring (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [C16787EE3C20]
http://linked.open...v/mistoKonaniAkce
  • Birmingham
http://linked.open...i/riv/mistoVydani
  • Stevenage, Herts
http://linked.open...i/riv/nazevZdroje
  • The conference proceedings for the Railway Condition Monitoring 2014
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Břešťovský, Petr
  • Horníček, Leoš
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
issn
  • 0537-9989
number of pages
http://bibframe.org/vocab/doi
  • 10.1049/cp.2014.1018
http://purl.org/ne...btex#hasPublisher
  • The Institution of Engineering and Technology (IET)
https://schema.org/isbn
  • 978-1-84919-899-8
http://localhost/t...ganizacniJednotka
  • 21110
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