Numerical modeling of fundation structures with sliding joints

Kód výsledku v 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>

Výsledek na webu

—

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Numerical modeling of fundation structures with sliding joints

Popis výsledku v původním jazyce

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

Název v anglickém jazyce

Numerical modeling of fundation structures with sliding joints

Popis výsledku anglicky

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

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

—

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2012

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

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

—

e-ISSN

—

Počet stran výsledku

6

Strana od-do

549-554

Název nakladatele

KIT Scientific Publishing

Místo vydání

Karlsruhe

Místo konání akce

Karlsruhe

Datum konání akce

22. 7. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—