Experimental Modeling and Verification of Data Models for Foundation Elements

Result code in 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>
Result on the web
<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>

Result language
angličtina
Original language name
Experimental Modeling and Verification of Data Models for Foundation Elements
Original language description
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
Czech name
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Czech description
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Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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