Benchmark of constitutive models for unsaturated soils
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F11%3A10107346" target="_blank" >RIV/00216208:11310/11:10107346 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.1680/geot.2011.61.4.283" target="_blank" >http://dx.doi.org/10.1680/geot.2011.61.4.283</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1680/geot.2011.61.4.283" target="_blank" >10.1680/geot.2011.61.4.283</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Benchmark of constitutive models for unsaturated soils
Popis výsledku v původním jazyce
The paper presents a collaborative piece of research undertaken by seven research teams from different universities within the 'Mechanics of Unsaturated Soils for Engineering' (MUSE) network. The objective is to benchmark different approaches to constitutive modelling of mechanical and water retention behaviour of unsaturated soils by comparing simulations of suction-controlled and constant water content laboratory tests. A set of 13 triaxial and oedometer laboratory tests, covering the mechanical and water retention behaviour of an unsaturated compacted silty soil under a variety of stress paths, has been provided by one of the seven participating teams. This data set has been used by the other six teams for calibrating a constitutive model of their choice, which has been subsequently employed for predicting strains and degree of saturation in three of the 13 tests used for calibration, as well as in one 'blind' test for which experimental results had not been previously disclosed. By
Název v anglickém jazyce
Benchmark of constitutive models for unsaturated soils
Popis výsledku anglicky
The paper presents a collaborative piece of research undertaken by seven research teams from different universities within the 'Mechanics of Unsaturated Soils for Engineering' (MUSE) network. The objective is to benchmark different approaches to constitutive modelling of mechanical and water retention behaviour of unsaturated soils by comparing simulations of suction-controlled and constant water content laboratory tests. A set of 13 triaxial and oedometer laboratory tests, covering the mechanical and water retention behaviour of an unsaturated compacted silty soil under a variety of stress paths, has been provided by one of the seven participating teams. This data set has been used by the other six teams for calibrating a constitutive model of their choice, which has been subsequently employed for predicting strains and degree of saturation in three of the 13 tests used for calibration, as well as in one 'blind' test for which experimental results had not been previously disclosed. By
Klasifikace
Druh
J<sub>x</sub> - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
CEP obor
JM - Inženýrské stavitelství
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
R - Projekt Ramcoveho programu EK
Ostatní
Rok uplatnění
2011
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Geotechnique
ISSN
0016-8505
e-ISSN
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Svazek periodika
61
Číslo periodika v rámci svazku
4
Stát vydavatele periodika
GB - Spojené království Velké Británie a Severního Irska
Počet stran výsledku
20
Strana od-do
283-302
Kód UT WoS článku
000288487500002
EID výsledku v databázi Scopus
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