About: A hypoplastic constitutive model for clays

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	This paper presents a new constitutive model for clays. The model is developed on the basis of generalized hypoplasticity principles, which are combined with traditional critical state soil mechanics. The positions of the isotropic normal compression line and the critical state line correspond to the Modified Cam clay model, the Matsuoka–Nakai failure surface is taken as the limit stress criterion and the non-linear behaviour of soils with different overconsolidation ratios is governed by the generalized hypoplastic formulation. The model requires five constitutive parameters, which correspond to the parameters of the Modified Cam clay model and are simple to calibrate on the basis of standard laboratory experiments. This paper presents a new constitutive model for clays. The model is developed on the basis of generalized hypoplasticity principles, which are combined with traditional critical state soil mechanics. The positions of the isotropic normal compression line and the critical state line correspond to the Modified Cam clay model, the Matsuoka–Nakai failure surface is taken as the limit stress criterion and the non-linear behaviour of soils with different overconsolidation ratios is governed by the generalized hypoplastic formulation. The model requires five constitutive parameters, which correspond to the parameters of the Modified Cam clay model and are simple to calibrate on the basis of standard laboratory experiments. (en)
Title	A hypoplastic constitutive model for clays A hypoplastic constitutive model for clays (en)
skos:prefLabel	A hypoplastic constitutive model for clays A hypoplastic constitutive model for clays (en)
skos:notation	RIV/68378297:_____/05:00026542!RIV10-AV0-68378297
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(GA205/03/1467), Z(AV0Z20710524)
http://linked.open...iv/cisloPeriodika	4
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Mašín, David
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Ústav teoretické a aplikované mechaniky AV ČR, v. v. i.
http://linked.open...dnocenehoVysledku	510875
http://linked.open...ai/riv/idVysledku	RIV/68378297:_____/05:00026542
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	clay; constitutive model; hypoplasticity (en)
http://linked.open.../riv/klicoveSlovo	constitutive model clay hypoplasticity
http://linked.open...odStatuVydavatele	GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV	[B32290BF6CCD]
http://linked.open...i/riv/nazevZdroje	International Journal for Numerical and Analytical Methods in Geomechanics
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	1 (xsd:int)
http://linked.open...cetTvurcuVysledku	1 (xsd:int)
http://linked.open...vavai/riv/projekt	Geotechnical properties of non-engineered colliery clayfills
http://linked.open...UplatneniVysledku	2005
http://linked.open...v/svazekPeriodika	29
http://linked.open...iv/tvurceVysledku	Mašín, David
http://linked.open...ain/vavai/riv/wos	000228193700001
http://linked.open...n/vavai/riv/zamer	Time dependent response of materials, systems and environments on natural and human actions
issn	0363-9061
number of pages	6 (xsd:int)
is http://linked.open...avai/riv/vysledek of	A hypoplastic constitutive model for clays

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