This HTML5 document contains 48 embedded RDF statements represented using HTML+Microdata notation.

The embedded RDF content will be recognized by any processor of HTML5 Microdata.

Namespace Prefixes

PrefixIRI
dctermshttp://purl.org/dc/terms/
n10http://localhost/temp/predkladatel/
n14http://linked.opendata.cz/resource/domain/vavai/projekt/
n11http://linked.opendata.cz/resource/domain/vavai/riv/tvurce/
n20http://linked.opendata.cz/resource/domain/vavai/subjekt/
n18http://linked.opendata.cz/ontology/domain/vavai/
n5http://linked.opendata.cz/resource/domain/vavai/vysledek/RIV%2F00216208%3A11310%2F12%3A10132248%21RIV13-GA0-11310___/
n16http://linked.opendata.cz/resource/domain/vavai/zamer/
shttp://schema.org/
rdfshttp://www.w3.org/2000/01/rdf-schema#
skoshttp://www.w3.org/2004/02/skos/core#
n3http://linked.opendata.cz/ontology/domain/vavai/riv/
n21http://bibframe.org/vocab/
n2http://linked.opendata.cz/resource/domain/vavai/vysledek/
rdfhttp://www.w3.org/1999/02/22-rdf-syntax-ns#
n8http://linked.opendata.cz/ontology/domain/vavai/riv/klicoveSlovo/
n9http://linked.opendata.cz/ontology/domain/vavai/riv/duvernostUdaju/
xsdhhttp://www.w3.org/2001/XMLSchema#
n17http://linked.opendata.cz/ontology/domain/vavai/riv/jazykVysledku/
n4http://linked.opendata.cz/ontology/domain/vavai/riv/aktivita/
n22http://linked.opendata.cz/ontology/domain/vavai/riv/obor/
n13http://linked.opendata.cz/ontology/domain/vavai/riv/druhVysledku/
n19http://reference.data.gov.uk/id/gregorian-year/

Statements

Subject Item
n2:RIV%2F00216208%3A11310%2F12%3A10132248%21RIV13-GA0-11310___
rdf:type
skos:Concept n18:Vysledek
rdfs:seeAlso
http://dx.doi.org/10.1002/nag.1058
dcterms:description
The paper presents a mechanical model for non-isothermal behaviour of unsaturated soils. The model is based on an incrementally non-linear hypoplastic model for saturated clays and can therefore tackle the non-linear behaviour of overconsolidated soils. A hypoplastic model for non-isothermal behaviour of saturated soils was developed and combined with the existing hypoplastic model for unsaturated soils based on the effective stress principle. Features of the soil behaviour that are included into the model, and those that are not, are clearly distinguished. The number of model parameters is kept to a minimum, and they all have a clear physical interpretation, to facilitate the model usefulness for practical applications. The step-by-step procedure used for the parameter calibration is described. The model is finally evaluated using a comprehensive set of experimental data for the thermo-mechanical behaviour of an unsaturated compacted silt. Copyright (c) 2011 John Wiley & Sons, Ltd. The paper presents a mechanical model for non-isothermal behaviour of unsaturated soils. The model is based on an incrementally non-linear hypoplastic model for saturated clays and can therefore tackle the non-linear behaviour of overconsolidated soils. A hypoplastic model for non-isothermal behaviour of saturated soils was developed and combined with the existing hypoplastic model for unsaturated soils based on the effective stress principle. Features of the soil behaviour that are included into the model, and those that are not, are clearly distinguished. The number of model parameters is kept to a minimum, and they all have a clear physical interpretation, to facilitate the model usefulness for practical applications. The step-by-step procedure used for the parameter calibration is described. The model is finally evaluated using a comprehensive set of experimental data for the thermo-mechanical behaviour of an unsaturated compacted silt. Copyright (c) 2011 John Wiley & Sons, Ltd.
dcterms:title
A thermo-mechanical model for variably saturated soils based on hypoplasticity A thermo-mechanical model for variably saturated soils based on hypoplasticity
skos:prefLabel
A thermo-mechanical model for variably saturated soils based on hypoplasticity A thermo-mechanical model for variably saturated soils based on hypoplasticity
skos:notation
RIV/00216208:11310/12:10132248!RIV13-GA0-11310___
n18:predkladatel
n20:orjk%3A11310
n3:aktivita
n4:Z n4:P
n3:aktivity
P(GA103/09/1262), P(GA205/08/0732), P(GAP105/11/1884), Z(MSM0021620855)
n3:cisloPeriodika
12
n3:dodaniDat
n19:2013
n3:domaciTvurceVysledku
n11:6661025
n3:druhVysledku
n13:J
n3:duvernostUdaju
n9:S
n3:entitaPredkladatele
n5:predkladatel
n3:idSjednocenehoVysledku
120697
n3:idVysledku
RIV/00216208:11310/12:10132248
n3:jazykVysledku
n17:eng
n3:klicovaSlova
effective stress; non-linearity; constitutive relationships; unsaturated soils; thermal effects
n3:klicoveSlovo
n8:effective%20stress n8:non-linearity n8:thermal%20effects n8:unsaturated%20soils n8:constitutive%20relationships
n3:kodStatuVydavatele
US - Spojené státy americké
n3:kontrolniKodProRIV
[D463E0EF1553]
n3:nazevZdroje
International Journal for Numerical and Analytical Methods in Geomechanics
n3:obor
n22:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
2
n3:projekt
n14:GA103%2F09%2F1262 n14:GA205%2F08%2F0732 n14:GAP105%2F11%2F1884
n3:rokUplatneniVysledku
n19:2012
n3:svazekPeriodika
36
n3:tvurceVysledku
Mašín, David Khalili, Nasser
n3:wos
000307730900001
n3:zamer
n16:MSM0021620855
s:issn
0363-9061
s:numberOfPages
25
n21:doi
10.1002/nag.1058
n10:organizacniJednotka
11310