The Influence of Temperature on the Uniaxial Compressive Strength of Rocks
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F24%3APU152044" target="_blank" >RIV/00216305:26110/24:PU152044 - isvavai.cz</a>
Result on the web
<a href="http://doi.org/10.13164/juniorstav.2024.24025" target="_blank" >http://doi.org/10.13164/juniorstav.2024.24025</a>
DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
The Influence of Temperature on the Uniaxial Compressive Strength of Rocks
Original language description
This study focuses on determination of the temperature effect on uniaxial compressive strength of different rock types. For our laboratory tests, we chose local greywacke from the Kobeřice quarry which is situated 10 km south of Prostějov. For comparison, datasets representing other rock types have been gathered from the literature cited. As shown in this study, the rock type structure, composition or the processes that formed the rock can influence how the compressive strength changes across the temperature range. Results of similar analyses can be utilized during the design of underground constructions or for assessment of the fire damage on a rock-based constructions.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
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OECD FORD branch
20501 - Materials engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2024
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů