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  • Není k dispozici (cs)
  • This paper reports on implementation of several numerical techniques to solve a set of governing equations resulting from simple one dimensional isotropic consolidation of soils that behave according to the Cam clay model. Three different methods of solving the equations of consolidation, namely the collocation method, the finite volume method and the finite element method, are presented. Apart from evaluating their efficiency, which becomes particularly crucial when implementing these techniques in the framework of an optimization problem aimed at tuning the model parameters, a set of parameters of a Cam clay model driving the time dependent response of the soils (deformation dependent variation of the coefficient of permeability and preconsolidation pressure) is also discussed
  • This paper reports on implementation of several numerical techniques to solve a set of governing equations resulting from simple one dimensional isotropic consolidation of soils that behave according to the Cam clay model. Three different methods of solving the equations of consolidation, namely the collocation method, the finite volume method and the finite element method, are presented. Apart from evaluating their efficiency, which becomes particularly crucial when implementing these techniques in the framework of an optimization problem aimed at tuning the model parameters, a set of parameters of a Cam clay model driving the time dependent response of the soils (deformation dependent variation of the coefficient of permeability and preconsolidation pressure) is also discussed (en)
Title
  • Není k dispozici (cs)
  • Numerical Implementation of Isotropic Consolidation of Clayey Soils
  • Numerical Implementation of Isotropic Consolidation of Clayey Soils (en)
skos:prefLabel
  • Není k dispozici (cs)
  • Numerical Implementation of Isotropic Consolidation of Clayey Soils
  • Numerical Implementation of Isotropic Consolidation of Clayey Soils (en)
skos:notation
  • RIV/68407700:21110/03:01088174!RIV07-MSM-21110___
http://linked.open.../vavai/riv/strany
  • 8;14
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/02/0688), Z(MSM 210000001), Z(MSM 210000003)
http://linked.open...iv/cisloPeriodika
  • 1
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
  • 618532
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/03:01088174
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Cam clay; coefficient of permeability; consolidation; finite volume method; genetic algorithm; void ratio (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • CZ - Česká republika
http://linked.open...ontrolniKodProRIV
  • [494FC118EA48]
http://linked.open...i/riv/nazevZdroje
  • Acta Polytechnica
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 43
http://linked.open...iv/tvurceVysledku
  • Janda, Tomáš
  • Šejnoha, Michal
  • Kuklík, Pavel
http://linked.open...n/vavai/riv/zamer
issn
  • 1210-2709
number of pages
http://localhost/t...ganizacniJednotka
  • 21110
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