Experimental Modeling and Verification of Data Models for Foundation Elements
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86095298" target="_blank" >RIV/61989100:27120/15:86095298 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.4203/ccp.108.1" target="_blank" >http://dx.doi.org/10.4203/ccp.108.1</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4203/ccp.108.1" target="_blank" >10.4203/ccp.108.1</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Experimental Modeling and Verification of Data Models for Foundation Elements
Popis výsledku v původním jazyce
This paper explains the results of calculations of models of foundations and their comparison with the measured values. The aim of the calculation is mainly to verify the accuracy of assignment of boundary conditions and input parameters calculation. Boundary conditions are primarily of soil properties, functions and parameters of contact interactions between the base structure and subsoil. Emphasis is placed on the results of the calculation and measurement of raft foundation (pilot-board), in terms ofa homogeneous rigid subsoil clays. Preliminary calculation was made according to Czech standards, which is the application Polous theory for linear elastic homogeneous soil. The calculations themselves are performed by computer programs using the finiteelement method. Computational models are implemented on 2D and 3D elements. For the foundation soil, "Mohr-Coulomb model" was used. For structure material, both 'Elastic 'model which doesn't consider material nonlinearity and 'Pile Eleme
Název v anglickém jazyce
Experimental Modeling and Verification of Data Models for Foundation Elements
Popis výsledku anglicky
This paper explains the results of calculations of models of foundations and their comparison with the measured values. The aim of the calculation is mainly to verify the accuracy of assignment of boundary conditions and input parameters calculation. Boundary conditions are primarily of soil properties, functions and parameters of contact interactions between the base structure and subsoil. Emphasis is placed on the results of the calculation and measurement of raft foundation (pilot-board), in terms ofa homogeneous rigid subsoil clays. Preliminary calculation was made according to Czech standards, which is the application Polous theory for linear elastic homogeneous soil. The calculations themselves are performed by computer programs using the finiteelement method. Computational models are implemented on 2D and 3D elements. For the foundation soil, "Mohr-Coulomb model" was used. For structure material, both 'Elastic 'model which doesn't consider material nonlinearity and 'Pile Eleme
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
—
Návaznosti
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Ostatní
Rok uplatnění
2015
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Civil-Comp proceedings. Volume 108
ISBN
978-1-905088-63-8
ISSN
1759-3433
e-ISSN
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Počet stran výsledku
10
Strana od-do
1-10
Název nakladatele
Civil-Comp Press
Místo vydání
Kippen, Stirlingshire
Místo konání akce
Praha
Datum konání akce
1. 9. 2015
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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