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| rdf:type
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| Description
| - Using the rheological sliding joint is an effective method to decrease the friction between the foundation structure and subsoil where the horizontal deformation of subsoil or foundation structure is expected. Bitumen asphalt belt, a widely available and reasonably priced material given its rheological properties, has been proven as an effective material for sliding joints. Original experiments of the shear resistance of bitumen slide joint dates from the 1980’s. 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. This year the experiments continue with measuring the shear resistance of slide joint as a function of temperature in a temperature controlled room. In the paper the first experimental results of temperature dependant shear resistance are presented. Test results are used for analysis of the stress/strain relation between foundation structure and subsoil.
- Using the rheological sliding joint is an effective method to decrease the friction between the foundation structure and subsoil where the horizontal deformation of subsoil or foundation structure is expected. Bitumen asphalt belt, a widely available and reasonably priced material given its rheological properties, has been proven as an effective material for sliding joints. Original experiments of the shear resistance of bitumen slide joint dates from the 1980’s. 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. This year the experiments continue with measuring the shear resistance of slide joint as a function of temperature in a temperature controlled room. In the paper the first experimental results of temperature dependant shear resistance are presented. Test results are used for analysis of the stress/strain relation between foundation structure and subsoil. (en)
- Using the rheological sliding joint is an effective method to decrease the friction between the foundation structure and subsoil where the horizontal deformation of subsoil or foundation structure is expected. Bitumen asphalt belt, a widely available and reasonably priced material given its rheological properties, has been proven as an effective material for sliding joints. Original experiments of the shear resistance of bitumen slide joint dates from the 1980’s. 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. This year the experiments continue with measuring the shear resistance of slide joint as a function of temperature in a temperature controlled room. In the paper the first experimental results of temperature dependant shear resistance are presented. Test results are used for analysis of the stress/strain relation between foundation structure and subsoil. (cs)
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| Title
| - Time and temperature dependant behaviour of bituminous slide joints
- Time and temperature dependant behaviour of bituminous slide joints (en)
- Time and temperature dependant behaviour of bituminous slide joints (cs)
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| skos:prefLabel
| - Time and temperature dependant behaviour of bituminous slide joints
- Time and temperature dependant behaviour of bituminous slide joints (en)
- Time and temperature dependant behaviour of bituminous slide joints (cs)
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| skos:notation
| - RIV/62304178:_____/12:#0000044!RIV14-MPO-62304178
|
| http://linked.open...avai/predkladatel
| |
| http://linked.open...avai/riv/aktivita
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| http://linked.open...avai/riv/aktivity
| |
| http://linked.open...vai/riv/dodaniDat
| |
| 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
| |
| http://linked.open...ai/riv/idVysledku
| - RIV/62304178:_____/12:#0000044
|
| http://linked.open...riv/jazykVysledku
| |
| http://linked.open.../riv/klicovaSlova
| - undermined area, soil-structure interaction, sliding joint, foundations (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...v/mistoKonaniAkce
| |
| http://linked.open...i/riv/mistoVydani
| |
| http://linked.open...i/riv/nazevZdroje
| - IABSE Conference, Sharm El Sheikh 2012 : Global Thinking in Structural Engineering : Recent Achievements : report
|
| http://linked.open...in/vavai/riv/obor
| |
| http://linked.open...ichTvurcuVysledku
| |
| http://linked.open...cetTvurcuVysledku
| |
| http://linked.open...vavai/riv/projekt
| |
| http://linked.open...UplatneniVysledku
| |
| http://linked.open...iv/tvurceVysledku
| - Čajka, Radim
- Janulíková, M.
- Matečková, P.
- Stará, M.
- Burkovič, K.
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| http://linked.open...vavai/riv/typAkce
| |
| http://linked.open.../riv/zahajeniAkce
| |
| number of pages
| |
| http://purl.org/ne...btex#hasPublisher
| - International Association for Bridge and Structural Engineering
|
| https://schema.org/isbn
| |
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