STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TEST

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 s...

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Main Authors: Martin Závacký, Jan Štefaňák
Format: Article
Language:ces
Published: Czech Technical University, Prague 2019-10-01
Series:Civil Engineering Journal
Subjects:
Online Access:https://doi.org/10.14311/CEJ.2019.03.0032
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spelling doaj-7995fabb9dab45ea8977242aad9bbc472020-11-25T02:53:19ZcesCzech Technical University, PragueCivil Engineering Journal1805-25762019-10-012019339840310.14311/CEJ.2019.03.0032STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TESTMartin Závacký0Jan Štefaňák1Brno University of Technology, Faculty of Civil Engineering, Institute of Geotechnics, Veveří 331/95, 602 00 Brno, Czech RepublicBrno University of Technology, Faculty of Civil Engineering, Institute of Geotechnics, Veveří 331/95, 602 00 Brno, Czech RepublicThe 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 fixedon 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 canbe identified by volumetric strain which is considerably sensitive to failure states.https://doi.org/10.14311/CEJ.2019.03.0032rock mechanicsuniaxial compression teststrainsstrain gauge
collection DOAJ
language ces
format Article
sources DOAJ
author Martin Závacký
Jan Štefaňák
spellingShingle Martin Závacký
Jan Štefaňák
STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TEST
Civil Engineering Journal
rock mechanics
uniaxial compression test
strains
strain gauge
author_facet Martin Závacký
Jan Štefaňák
author_sort Martin Závacký
title STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TEST
title_short STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TEST
title_full STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TEST
title_fullStr STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TEST
title_full_unstemmed STRAINS OF ROCK DURING UNIAXIAL COMPRESSION TEST
title_sort strains of rock during uniaxial compression test
publisher Czech Technical University, Prague
series Civil Engineering Journal
issn 1805-2576
publishDate 2019-10-01
description 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 fixedon 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 canbe identified by volumetric strain which is considerably sensitive to failure states.
topic rock mechanics
uniaxial compression test
strains
strain gauge
url https://doi.org/10.14311/CEJ.2019.03.0032
work_keys_str_mv AT martinzavacky strainsofrockduringuniaxialcompressiontest
AT janstefanak strainsofrockduringuniaxialcompressiontest
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