Comparison of Analysis of Linear Inhomogeneous and Nonlinear Half-Space in Foundation-Subsoil Interaction

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F16%3A86094514" target="_blank" >RIV/61989100:27120/16:86094514 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Comparison of Analysis of Linear Inhomogeneous and Nonlinear Half-Space in Foundation-Subsoil Interaction
Original language description
The solution of tasks of interaction of foundation and subsoil is more difficult the less accurate the input data. Lower accuracy of input data is related to the description of the properties and behavior of foundation soil. Foundation soil consists of heterogeneous particles. The modulus of deformability in the subsoil model varies smoothly with increasing depth. It was resolved by use of an inhomogeneous half-space. The other alternative, besides linear inhomogeneous half-space, is nonlinear analysis. The results of both alternatives of solutions are compared in this paper. Values calculated by interaction models bases on FEM with 3D elements of subsoil were also compared with values measured during the loading test.
Czech name
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Czech description
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Type
J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)
CEP classification
JN - Civil engineering
OECD FORD branch
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Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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