Design of bitumen asphalt belt sliding joint based on experiment results
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F17%3A10237613" target="_blank" >RIV/61989100:27120/17:10237613 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.738.185" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/KEM.738.185</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.738.185" target="_blank" >10.4028/www.scientific.net/KEM.738.185</a>
Alternative languages
Result language
angličtina
Original language name
Design of bitumen asphalt belt sliding joint based on experiment results
Original language description
Foundation structures are usually exposed to dominant vertical load. However, in some cases there is also significant value of horizontal load caused e.g. by horizontal terrain deformation on areas attached with underground mining or by horizontal deformation of foundation structure due to pre-stressing, creep, shrinkage, and temperature variation. Through the friction between subsoil and foundations, the foundation structure must resist significant normal forces. The idea of sliding joints between subsoil and foundation structure, which eliminates the friction in footing bottom, comes from the 1970's. The bitumen asphalt belt given rheological properties has been proven as an effective material for sliding joints. In the paper there are test results of shear resistance of currently used asphalt belts. The test results are used for subsoil shear stress analysis in model example of strip foundation. Shear resistance is calculated according to Czech code for designing buildings on undermined area and also using advanced FEM analysis. © 2017 Trans Tech Publications, Switzerland.
Czech name
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Czech description
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Classification
Type
C - Chapter in a specialist book
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Book/collection name
Key engineering materials. Volume 738
ISBN
978-3-0357-1114-1
Number of pages of the result
10
Pages from-to
185-194
Number of pages of the book
342
Publisher name
Trans Tech Publication Ltd
Place of publication
Durnten-Zurich
UT code for WoS chapter
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