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Statements

Subject Item
n2:RIV%2F00216208%3A11310%2F06%3A9792%21RIV11-AV0-11310___
rdf:type
n14:Vysledek skos:Concept
dcterms:description
Incorporation of void ratio as a state variable into constitutive models allows, in principle, to use a single set of material parameters for soils with different degrees of overconsolidation. p constant experiments by Hattab and Hicher (2004) on soils with overconsolidation ratios (OCR) ranging from I to 50 are used for evaluation of three constitutive models of different complexity. It is demonstrated by means of a scalar error measure and stress-strain diagrams that at least two sets of parameters for different OCR intervals should be used. Further, advanced models perform significantly better than the Modified Cam clay model and a hypoplastic model for clays leads to better predictions than elasto-plastic three surface kinematic hardening model. Incorporation of void ratio as a state variable into constitutive models allows, in principle, to use a single set of material parameters for soils with different degrees of overconsolidation. p constant experiments by Hattab and Hicher (2004) on soils with overconsolidation ratios (OCR) ranging from I to 50 are used for evaluation of three constitutive models of different complexity. It is demonstrated by means of a scalar error measure and stress-strain diagrams that at least two sets of parameters for different OCR intervals should be used. Further, advanced models perform significantly better than the Modified Cam clay model and a hypoplastic model for clays leads to better predictions than elasto-plastic three surface kinematic hardening model.
dcterms:title
An evaluation of constitutive models to predict the behaviour of fine-grained soils with different degrees of overconsolidation An evaluation of constitutive models to predict the behaviour of fine-grained soils with different degrees of overconsolidation
skos:prefLabel
An evaluation of constitutive models to predict the behaviour of fine-grained soils with different degrees of overconsolidation An evaluation of constitutive models to predict the behaviour of fine-grained soils with different degrees of overconsolidation
skos:notation
RIV/00216208:11310/06:9792!RIV11-AV0-11310___
n3:aktivita
n9:P n9:Z
n3:aktivity
P(IAA200710605), Z(AV0Z20710524)
n3:dodaniDat
n11:2011
n3:domaciTvurceVysledku
n12:6661025 n12:1014331
n3:druhVysledku
n4:D
n3:duvernostUdaju
n13:S
n3:entitaPredkladatele
n10:predkladatel
n3:idSjednocenehoVysledku
464793
n3:idVysledku
RIV/00216208:11310/06:9792
n3:jazykVysledku
n22:eng
n3:klicovaSlova
overconsolidation ratio; constitutive models; clays
n3:klicoveSlovo
n7:clays n7:constitutive%20models n7:overconsolidation%20ratio
n3:kontrolniKodProRIV
[0221530EA003]
n3:mistoKonaniAkce
Graz, Austria
n3:mistoVydani
Leiden, The Netherlands
n3:nazevZdroje
Numerical methods in geotechnical engineering
n3:obor
n17:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:projekt
n20:IAA200710605
n3:rokUplatneniVysledku
n11:2006
n3:tvurceVysledku
Mašín, David Hájek, Václav
n3:typAkce
n21:WRD
n3:zahajeniAkce
2006-09-06+02:00
n3:zamer
n16:AV0Z20710524
s:numberOfPages
7
n19:hasPublisher
Taylor & Francis Group plc
n15:isbn
0-415-40822-9
n6:organizacniJednotka
11310