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ZÁVACKÝ, M.; ŠTEFAŇÁK, J.
Originální název
Strains of rock during uniaxial compression test
Anglický název
Druh
Článek WoS
Originální abstrakt
The contribution is focused on investigation of strains in a rock specimen during uniaxial compression test. Three components of strain occur in cylindrical shape specimen: axial, radial and volumetric. Determination of the strains is possible by using of local sensors. Strain gauges fixed on specimen surface were used in this study. Axial and radial components of strain were measured directly, and volumetric strain was calculated. Two types of rock were tested, syenite and sandstone, to illustrate variability of strain behaviour of rocks. Strain measurement is necessary for determination of Young's modulus and Poisson's ratio. Moreover, early states of failure can be identified by volumetric strain which is considerably sensitive to failure states.
Anglický abstrakt
Klíčová slova
Rock mechanics, uniaxial compression test, strains, strain gauge
Klíčová slova v angličtině
Autoři
Rok RIV
2020
Vydáno
28.10.2019
Nakladatel
Faculty of Civil Engineering, CTU in Prague
Místo
Prague
ISBN
978-80-86433-71-4
Kniha
JUNIORSTAV 2019 - Sborník příspěvků
ISSN
1805-2576
Periodikum
Civil Engineering Journal-Stavebni Obzor
Svazek
2019
Číslo
3
Stát
Česká republika
Strany od
398
Strany do
403
Strany počet
6
URL
https://civilengineeringjournal.eu/archive/issues/2019/2019_3/3-2019-0032-(398-403).pdf
BibTex
@article{BUT155438, author="Martin {Závacký} and Jan {Štefaňák}", title="Strains of rock during uniaxial compression test", journal="Civil Engineering Journal-Stavebni Obzor", year="2019", volume="2019", number="3", pages="398--403", doi="10.14311/CEJ.2019.03.0032", issn="1210-4027", url="https://civilengineeringjournal.eu/archive/issues/2019/2019_3/3-2019-0032-(398-403).pdf" }