STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TEST

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  • Martin Závacký Brno University of Technology, Faculty of Civil Engineering, Institute of Geotechnics, Veveří 331/95, 602 00 Brno, Czech Republic
  • Jan Štefaňák Brno University of Technology, Faculty of Civil Engineering, Institute of Geotechnics, Veveří 331/95, 602 00 Brno, Czech Republic

DOI:

https://doi.org/10.14311/CEJ.2019.03.0032

Klíčová slova:

Rock mechanics, Uniaxial compression test, Strains, Strain gauge

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.

Stažení

Data o stažení nejsou doposud dostupná.

Reference

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Stahování

Publikováno

2019-10-31

Jak citovat

Závacký, M., & Štefaňák, J. (2019). STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TEST. Stavební Obzor - Civil Engineering Journal, 28(3). https://doi.org/10.14311/CEJ.2019.03.0032

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