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  • Two medium-term experiments with lateral pressure of flowing loose sand acting on a retaining wall were performed. The experiments showed some rather unexpected behaviour of the granular mass, especially its deformations and failures during three different wall movements. The measurements included both components of the pressure of the mass. Two analogous numerical model experiments were made, based on the General Lateral Pressure Theory (GLPT). The paper presents the main results of a detailed numerical analysis of the second numerical experiment using an advanced FORESTER programme. The analysis involves all three basic types of active wall movements. The results are compared with the results of the respective phases of the physical experiment
  • Two medium-term experiments with lateral pressure of flowing loose sand acting on a retaining wall were performed. The experiments showed some rather unexpected behaviour of the granular mass, especially its deformations and failures during three different wall movements. The measurements included both components of the pressure of the mass. Two analogous numerical model experiments were made, based on the General Lateral Pressure Theory (GLPT). The paper presents the main results of a detailed numerical analysis of the second numerical experiment using an advanced FORESTER programme. The analysis involves all three basic types of active wall movements. The results are compared with the results of the respective phases of the physical experiment (en)
Title
  • Comparative Numerical Experiments with Lateral Pressure of the Noncohesive Sand
  • Comparative Numerical Experiments with Lateral Pressure of the Noncohesive Sand (en)
skos:prefLabel
  • Comparative Numerical Experiments with Lateral Pressure of the Noncohesive Sand
  • Comparative Numerical Experiments with Lateral Pressure of the Noncohesive Sand (en)
skos:notation
  • RIV/68407700:21110/02:01075232!RIV/2003/GA0/211103/N
http://linked.open.../vavai/riv/strany
  • 135;136
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/02/0956)
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
  • 641246
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/02:01075232
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • earth pressure theory; general earth pressure; numerical model; physical experiment; retaining structure (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [CD9BBFE57551]
http://linked.open...v/mistoKonaniAkce
  • Svratka
http://linked.open...i/riv/mistoVydani
  • Brno
http://linked.open...i/riv/nazevZdroje
  • Inženýrská mechanika 2002
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...ocetUcastnikuAkce
http://linked.open...nichUcastnikuAkce
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Koudelka, Tomáš
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Institute of Mechanics of Solids, Faculty of mechanical Engineering, Brno University of Technology
https://schema.org/isbn
  • 80-214-2109-6
http://localhost/t...ganizacniJednotka
  • 21110
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