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Description
  • Numerical investigation of bearing capacity of railway substructure using finite element method and laboratory experiments is presented. A set of parametric FE models is built and unified approach for assessment of bearing capacity of the construction presented. Results are presented in terms of design graphs, where for every type of substructure design resulting bearing capacity is evaluated. Presented methodology is easily extensible for reinforcing effects of layer inclusion, geogrid placement or use of cemented layers.
  • Numerical investigation of bearing capacity of railway substructure using finite element method and laboratory experiments is presented. A set of parametric FE models is built and unified approach for assessment of bearing capacity of the construction presented. Results are presented in terms of design graphs, where for every type of substructure design resulting bearing capacity is evaluated. Presented methodology is easily extensible for reinforcing effects of layer inclusion, geogrid placement or use of cemented layers. (en)
  • Numerická analýza únosnosti železničního spodku za použití metody konečných prvků a ověřování pomocí laboratorních experimentů. Série parametrických MKP modelů je prezentována společně s unifikovaným přístupem ke stanovení únostnosti konstrukce žel. spodku. (cs)
Title
  • FEM evaluation of bearing capacity of multilayer railway substructure
  • MKP analýza únosnosti vícevrstvého železničního podloží (cs)
  • FEM evaluation of bearing capacity of multilayer railway substructure (en)
skos:prefLabel
  • FEM evaluation of bearing capacity of multilayer railway substructure
  • MKP analýza únosnosti vícevrstvého železničního podloží (cs)
  • FEM evaluation of bearing capacity of multilayer railway substructure (en)
skos:notation
  • RIV/68378297:_____/08:00313923!RIV09-AV0-68378297
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(AV0Z20710524), Z(MSM6840770043)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...dnocenehoVysledku
  • 367796
http://linked.open...ai/riv/idVysledku
  • RIV/68378297:_____/08:00313923
http://linked.open...riv/jazykVysledku
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  • bearing capacity; railway ballast; substructure; finite element method (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [D66A97A08D1A]
http://linked.open...v/mistoKonaniAkce
  • Praha
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  • Praha
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  • Současnost a budoucnost dopravy
http://linked.open...in/vavai/riv/obor
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http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Jiroušek, Ondřej
  • Kunecký, Jiří
  • Horníček, L.
  • Jíra, J.
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
  • České vysoké učení technické v Praze
https://schema.org/isbn
  • 978-80-01-04056-0
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