Numerical modeling of fundation structures with sliding joints

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083427" target="_blank" >RIV/61989100:27120/12:86083427 - 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
Numerical modeling of fundation structures with sliding joints
Original language description
Application of sliding joints in the foundation structure is an effective method for reducing friction forces between the foundation and the subsoil and thus helps to reduce the physical and financial costs of the building. Sliding joints are usually formed molten or lying freely in the buffer asphalt belts concrete layer, poured asphalt or plastic sheeting. The accuracy of the draft rheological sliding joints depends primarily on knowledge of the mechanical response of the material used for long-actingshear load. Due to the wide spectrum of modern materials and their ignorance of the mechanical response to shear load was for the purpose of construction VSB faculty assembled their own measurement equipment and air condition for the impact of ambient temperature. Currently, there is much constant measurements are carried out so that they can be used for the results of numerical modelling of interaction between the foundation and the subsoil. Interaction with the foundation soil can be
Czech name
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Czech description
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Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the 9th FIB International PhD Symposium in Civil Engineering : Karlsruhe Institute of Technology (KIT), 22-25 July 2012, Karlsruhe, Germany
ISBN
978-3-86644-858-2
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
549-554
Publisher name
KIT Scientific Publishing
Place of publication
Karlsruhe
Event location
Karlsruhe
Event date
Jul 22, 2012
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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