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Statements

Subject Item
n2:RIV%2F00216208%3A11310%2F10%3A10081160%21RIV11-GA0-11310___
rdf:type
n13:Vysledek skos:Concept
dcterms:description
Advanced hypoplastic constitutive model is used in probabilistic analyses of a typical geotech- nical problem, strip footing. Spatial variability of soil parameters, rather than state variables, is studied by means of random field Monte-Carlo simulations. The model, including correlation length, was calibrated using a comprehensive set of experimental data. Foundation displacement uy for given load follows closely lognormal distribution, even though some model parameters are distributed normally. The vertical correlation length thétav was found to have minor effect on mý[uy ], but significant effect on sigma[uy ], which decreases with decreasing thétav due to spatial averaging. Applicability of a simpler probabilistic method (FOSM) is also discussed. Advanced hypoplastic constitutive model is used in probabilistic analyses of a typical geotech- nical problem, strip footing. Spatial variability of soil parameters, rather than state variables, is studied by means of random field Monte-Carlo simulations. The model, including correlation length, was calibrated using a comprehensive set of experimental data. Foundation displacement uy for given load follows closely lognormal distribution, even though some model parameters are distributed normally. The vertical correlation length thétav was found to have minor effect on mý[uy ], but significant effect on sigma[uy ], which decreases with decreasing thétav due to spatial averaging. Applicability of a simpler probabilistic method (FOSM) is also discussed.
dcterms:title
Spatial variability of soil parameters in an analysis of a strip footing using hypoplastic model Spatial variability of soil parameters in an analysis of a strip footing using hypoplastic model
skos:prefLabel
Spatial variability of soil parameters in an analysis of a strip footing using hypoplastic model Spatial variability of soil parameters in an analysis of a strip footing using hypoplastic model
skos:notation
RIV/00216208:11310/10:10081160!RIV11-GA0-11310___
n5:aktivita
n14:Z n14:S n14:P
n5:aktivity
P(GA205/08/0732), S, Z(MSM0021620855)
n5:dodaniDat
n7:2011
n5:domaciTvurceVysledku
n19:6661025 n19:2888785
n5:druhVysledku
n8:D
n5:duvernostUdaju
n16:S
n5:entitaPredkladatele
n20:predkladatel
n5:idSjednocenehoVysledku
288979
n5:idVysledku
RIV/00216208:11310/10:10081160
n5:jazykVysledku
n6:eng
n5:klicovaSlova
hypoplastic; footing; analysis; soil; variability
n5:klicoveSlovo
n15:hypoplastic n15:variability n15:soil n15:analysis n15:footing
n5:kontrolniKodProRIV
[45CB96DAD4CB]
n5:mistoKonaniAkce
Trondheim, Norsko
n5:mistoVydani
Norvegian University of science and technology
n5:nazevZdroje
Numerical Method in Geotechnical Engineering
n5:obor
n21:JM
n5:pocetDomacichTvurcuVysledku
2
n5:pocetTvurcuVysledku
2
n5:projekt
n11:GA205%2F08%2F0732
n5:rokUplatneniVysledku
n7:2010
n5:tvurceVysledku
Mašín, David Suchomel, Radek
n5:typAkce
n22:EUR
n5:zahajeniAkce
2010-06-02+02:00
n5:zamer
n17:MSM0021620855
s:numberOfPages
5
n9:hasPublisher
Taylor & Francis Inc
n18:isbn
978-0-415-59239-0
n12:organizacniJednotka
11310