A thermo-mechanical model for variably saturated soils based on hypoplasticity
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F12%3A10132248" target="_blank" >RIV/00216208:11310/12:10132248 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1002/nag.1058" target="_blank" >http://dx.doi.org/10.1002/nag.1058</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/nag.1058" target="_blank" >10.1002/nag.1058</a>
Alternative languages
Result language
angličtina
Original language name
A thermo-mechanical model for variably saturated soils based on hypoplasticity
Original language 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 usedfor 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.
Czech name
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Czech description
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Classification
Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
International Journal for Numerical and Analytical Methods in Geomechanics
ISSN
0363-9061
e-ISSN
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Volume of the periodical
36
Issue of the periodical within the volume
12
Country of publishing house
US - UNITED STATES
Number of pages
25
Pages from-to
1461-1485
UT code for WoS article
000307730900001
EID of the result in the Scopus database
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