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  • With dams, levees and floodwalls founded on permeable sandy or sandy-gravel subsoil, seepage under the foundation can give rise to external suffosion or fluidisation of the fine particles behind the structure. Extensive research has been carried out by several authors, namely by Istomina in the nineteen fifties. As the results of previous research differ significantly and some aspects of the phenomenon are still not very clear, additional research on this topic has been performed at the Laboratory of Water Structures (LWS) at the Faculty of Civil Engineering (FCE), Brno University of Technology (BUT). In the paper, clarification and explanation of older research results by Istomina are given together with a summary of research at the LWS, which comprised about 320 tests carried out on 5 non-coherent soils.
  • With dams, levees and floodwalls founded on permeable sandy or sandy-gravel subsoil, seepage under the foundation can give rise to external suffosion or fluidisation of the fine particles behind the structure. Extensive research has been carried out by several authors, namely by Istomina in the nineteen fifties. As the results of previous research differ significantly and some aspects of the phenomenon are still not very clear, additional research on this topic has been performed at the Laboratory of Water Structures (LWS) at the Faculty of Civil Engineering (FCE), Brno University of Technology (BUT). In the paper, clarification and explanation of older research results by Istomina are given together with a summary of research at the LWS, which comprised about 320 tests carried out on 5 non-coherent soils. (en)
Title
  • Comments on Istomina research on external suffosion/fluidisation
  • Comments on Istomina research on external suffosion/fluidisation (en)
skos:prefLabel
  • Comments on Istomina research on external suffosion/fluidisation
  • Comments on Istomina research on external suffosion/fluidisation (en)
skos:notation
  • RIV/00216305:26110/11:PU96312!RIV12-MSM-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • S
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
  • 190914
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/11:PU96312
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • external suffosion, fluidisation, critical hydraulic gradient (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [65DF3524385A]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno
http://linked.open...i/riv/nazevZdroje
  • Internal erosion in embankment dams and their foundations
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Julínek, Tomáš
  • Khaddour, Ahmed
  • Říha, Jaromír
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • Akademické nakladatelství CERM
https://schema.org/isbn
  • 978-80-7204-736-9
http://localhost/t...ganizacniJednotka
  • 26110
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