Crack elimination in concrete floors and foundations
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F12%3A86083473" target="_blank" >RIV/61989100:27120/12:86083473 - isvavai.cz</a>
Alternative codes found
RIV/62304178:_____/12:#0000026
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Crack elimination in concrete floors and foundations
Original language description
Using the rheological sliding joint is effective method to decrease the friction between deforming structure and subsoil. Convenient material for sliding joint is bitumen asphalt belt, widely available and reasonably priced material. Sliding joints wereapplied successfully on several buildings in Czech Republic in the undermined region where the subsoil has been deformed. But the application of slide joint is concededly much wider, e.g. pre-stressed foundations, creep and shrinkage, thermal strain andothers. Original experiments of shear resistance of bitumen slide joint as a function of time dates from the 80th of last century. Material characteristic of bitumen belt has been changed significantly since that time and this fact demanded new experiments. At VSB ? Technical University of Ostrava unique equipment was designed for shear resistance measuring. Renewed experiments for different types of bitumen belts passed in 2008. One of the important factor which affect the shear resista
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/FR-TI2%2F746" target="_blank" >FR-TI2/746: *Reological sliding joint with thermo-controlled viscoelastic properties</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů