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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F03%3A01088174%21RIV07-MSM-21110___
rdf:type
n11:Vysledek skos:Concept
dcterms:description
Není k dispozici 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
dcterms:title
Numerical Implementation of Isotropic Consolidation of Clayey Soils Není k dispozici Numerical Implementation of Isotropic Consolidation of Clayey Soils
skos:prefLabel
Není k dispozici Numerical Implementation of Isotropic Consolidation of Clayey Soils Numerical Implementation of Isotropic Consolidation of Clayey Soils
skos:notation
RIV/68407700:21110/03:01088174!RIV07-MSM-21110___
n3:strany
8;14
n3:aktivita
n8:Z n8:P
n3:aktivity
P(GA103/02/0688), Z(MSM 210000001), Z(MSM 210000003)
n3:cisloPeriodika
1
n3:dodaniDat
n13:2007
n3:domaciTvurceVysledku
n12:3638464 n12:1586203 n12:8467536
n3:druhVysledku
n14:J
n3:duvernostUdaju
n10:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
618532
n3:idVysledku
RIV/68407700:21110/03:01088174
n3:jazykVysledku
n18:eng
n3:klicovaSlova
Cam clay; coefficient of permeability; consolidation; finite volume method; genetic algorithm; void ratio
n3:klicoveSlovo
n6:Cam%20clay n6:void%20ratio n6:finite%20volume%20method n6:consolidation n6:genetic%20algorithm n6:coefficient%20of%20permeability
n3:kodStatuVydavatele
CZ - Česká republika
n3:kontrolniKodProRIV
[494FC118EA48]
n3:nazevZdroje
Acta Polytechnica
n3:obor
n4:JM
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n19:GA103%2F02%2F0688
n3:rokUplatneniVysledku
n13:2003
n3:svazekPeriodika
43
n3:tvurceVysledku
Šejnoha, Michal Janda, Tomáš Kuklík, Pavel
n3:zamer
n9:MSM%20210000003 n9:MSM%20210000001
s:issn
1210-2709
s:numberOfPages
7
n17:organizacniJednotka
21110