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Statements

Subject Item
n2:RIV%2F68407700%3A21260%2F09%3A00157344%21RIV10-MSM-21260___
rdf:type
skos:Concept n21:Vysledek
dcterms:description
This paper deals with numerical and experimental investigation of ballasted track under cyclic loading. The experimental part deals with measurement of settlements of different track bed designs under repetitive load. The designs are tested in laboratory conditions in a small-scale box filled with ballast material reinforced with different type of geosynthetics. Different thickness of the ballast and subballast layers are tested and results in terms of measured settlements at different locations are compared with FE models. This paper deals with numerical and experimental investigation of ballasted track under cyclic loading. The experimental part deals with measurement of settlements of different track bed designs under repetitive load. The designs are tested in laboratory conditions in a small-scale box filled with ballast material reinforced with different type of geosynthetics. Different thickness of the ballast and subballast layers are tested and results in terms of measured settlements at different locations are compared with FE models.
dcterms:title
Behaviour of a Ballasted Track under Cyclic Loading: Numerical and Laboratory Investigations Behaviour of a Ballasted Track under Cyclic Loading: Numerical and Laboratory Investigations
skos:prefLabel
Behaviour of a Ballasted Track under Cyclic Loading: Numerical and Laboratory Investigations Behaviour of a Ballasted Track under Cyclic Loading: Numerical and Laboratory Investigations
skos:notation
RIV/68407700:21260/09:00157344!RIV10-MSM-21260___
n3:aktivita
n9:Z
n3:aktivity
Z(MSM6840770031)
n3:dodaniDat
n11:2010
n3:domaciTvurceVysledku
n6:8076324 n6:3184285 n6:2980517 n6:9263292
n3:druhVysledku
n20:D
n3:duvernostUdaju
n10:S
n3:entitaPredkladatele
n7:predkladatel
n3:idSjednocenehoVysledku
304813
n3:idVysledku
RIV/68407700:21260/09:00157344
n3:jazykVysledku
n16:eng
n3:klicovaSlova
railway track bed; finite element modelling; subgrade improvements; reinforcing geogrid; cyclic loading
n3:klicoveSlovo
n4:subgrade%20improvements n4:railway%20track%20bed n4:cyclic%20loading n4:finite%20element%20modelling n4:reinforcing%20geogrid
n3:kontrolniKodProRIV
[36B409632832]
n3:mistoKonaniAkce
Madeira
n3:mistoVydani
Stirling
n3:nazevZdroje
Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing
n3:obor
n17:JM
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
6
n3:rokUplatneniVysledku
n11:2009
n3:tvurceVysledku
Kunecký, Jiří Vyčichl, Jan Kytýř, Daniel Jíra, Josef Horníček, Leoš
n3:typAkce
n12:WRD
n3:zahajeniAkce
2009-09-01+02:00
n3:zamer
n19:MSM6840770031
s:issn
1759-3433
s:numberOfPages
11
n8:hasPublisher
Civil-Comp Press Ltd
n14:isbn
978-1-905088-31-7
n18:organizacniJednotka
21260