| Attributes | Values |
|---|
| rdf:type
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| 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 were applied 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 and others. 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 resistance is the temperature and that is way the experiments continues with measuring the shear resistance of slide joint as a function of temperature in air-conditioned room. In the paper first experiment results of temperature dependant shear resistance will be presented. Test results are used for analysis of stress/strain relation between concrete floor or foundation structure and subsoil.
- 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 were applied 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 and others. 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 resistance is the temperature and that is way the experiments continues with measuring the shear resistance of slide joint as a function of temperature in air-conditioned room. In the paper first experiment results of temperature dependant shear resistance will be presented. Test results are used for analysis of stress/strain relation between concrete floor or foundation structure and subsoil. (en)
- 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 were applied 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 and others. 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 resistance is the temperature and that is way the experiments continues with measuring the shear resistance of slide joint as a function of temperature in air-conditioned room. In the paper first experiment results of temperature dependant shear resistance will be presented. Test results are used for analysis of stress/strain relation between concrete floor or foundation structure and subsoil. (cs)
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| Title
| - Crack elimination in concrete floors and foundations
- Crack elimination in concrete floors and foundations (en)
- Crack elimination in concrete floors and foundations (cs)
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| skos:prefLabel
| - Crack elimination in concrete floors and foundations
- Crack elimination in concrete floors and foundations (en)
- Crack elimination in concrete floors and foundations (cs)
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| skos:notation
| - RIV/62304178:_____/12:#0000026!RIV14-MPO-62304178
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| http://linked.open...avai/predkladatel
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| http://linked.open...avai/riv/aktivita
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| http://linked.open...avai/riv/aktivity
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| http://linked.open...vai/riv/dodaniDat
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| http://linked.open...aciTvurceVysledku
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| http://linked.open.../riv/druhVysledku
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| http://linked.open...iv/duvernostUdaju
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| http://linked.open...titaPredkladatele
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| http://linked.open...dnocenehoVysledku
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| http://linked.open...ai/riv/idVysledku
| - RIV/62304178:_____/12:#0000026
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| http://linked.open...riv/jazykVysledku
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| http://linked.open.../riv/klicovaSlova
| - rheological properties, soil-structure interaction, sliding joint, foundations, concrete floors (en)
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| http://linked.open.../riv/klicoveSlovo
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| http://linked.open...ontrolniKodProRIV
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| http://linked.open...in/vavai/riv/obor
| |
| http://linked.open...ichTvurcuVysledku
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| http://linked.open...cetTvurcuVysledku
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| http://linked.open...vavai/riv/projekt
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| http://linked.open...UplatneniVysledku
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| http://linked.open...iv/tvurceVysledku
| - Čajka, Radim
- Janulíková, M.
- Matečková, P.
- Stará, M.
|
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