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  • 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. 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. New approach to model the reinforcing effect of geogrid is proposed and evaluated in FE analysis. The models are used to assess performance of the geosynthetics in terms of settlement reduction.
  • 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. 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. New approach to model the reinforcing effect of geogrid is proposed and evaluated in FE analysis. The models are used to assess performance of the geosynthetics in terms of settlement reduction. (en)
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 (en)
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 (en)
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  • RIV/68378297:_____/09:00332736!RIV10-AV0-68378297
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  • Z(AV0Z20710524)
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  • 304814
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  • RIV/68378297:_____/09:00332736
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  • railway track bed; subgrade improvements; reinforcing geogrid; cyclic loading (en)
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  • [94F1480B065B]
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  • Funchal, Madeira
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  • Stirlingshire
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  • The Twelfth International Conference on Civil, Structural and Environmental Engineering Computing
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  • Jiroušek, Ondřej
  • Kytýř, Daniel
  • Kunecký, Jiří
  • Vyčichl, Jan
  • Horníček, L.
  • Jíra, J.
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  • Civil-Comp Press
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  • 978-1-905088-32-4
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