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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. (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)
skos:notation
  • RIV/68407700:21260/09:00157344!RIV10-MSM-21260___
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  • Z(MSM6840770031)
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  • 304813
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  • RIV/68407700:21260/09:00157344
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  • railway track bed; finite element modelling; subgrade improvements; reinforcing geogrid; cyclic loading (en)
http://linked.open.../riv/klicoveSlovo
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  • [36B409632832]
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  • Madeira
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  • Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing
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  • Horníček, Leoš
  • Kytýř, Daniel
  • Jíra, Josef
  • Kunecký, Jiří
  • Vyčichl, Jan
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issn
  • 1759-3433
number of pages
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  • Civil-Comp Press Ltd
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  • 978-1-905088-31-7
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  • 21260
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