Abstract
Our paper focuses on the uniaxial compression failure strength of granular rocks. The results of laboratory tests usually show a rather high scatter that has mostly been explained by the small random errors when doing the experiments. Our aim was to supervise this problem from microstructural point of view and to point out that the geometrical randomness of microstructure has a significant role in the differences between the results of individual tests.
| Original language | English |
|---|---|
| Pages (from-to) | 169-178 |
| Number of pages | 10 |
| Journal | Periodica Polytechnica: Civil Engineering |
| Volume | 43 |
| Issue number | 2 |
| Publication status | Published - 1999 |
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Keywords
- Compressive strength
- Petrophysics
- Rock mechanics
- Rupture mechanism
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Civil and Structural Engineering
Cite this
A note on the role of internal structure of rocks in the deviations of compression strength results. / Bagi, K.; Bojtár, Imre; Gálos, Miklós.
In: Periodica Polytechnica: Civil Engineering, Vol. 43, No. 2, 1999, p. 169-178.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - A note on the role of internal structure of rocks in the deviations of compression strength results
AU - Bagi, K.
AU - Bojtár, Imre
AU - Gálos, Miklós
PY - 1999
Y1 - 1999
N2 - Our paper focuses on the uniaxial compression failure strength of granular rocks. The results of laboratory tests usually show a rather high scatter that has mostly been explained by the small random errors when doing the experiments. Our aim was to supervise this problem from microstructural point of view and to point out that the geometrical randomness of microstructure has a significant role in the differences between the results of individual tests.
AB - Our paper focuses on the uniaxial compression failure strength of granular rocks. The results of laboratory tests usually show a rather high scatter that has mostly been explained by the small random errors when doing the experiments. Our aim was to supervise this problem from microstructural point of view and to point out that the geometrical randomness of microstructure has a significant role in the differences between the results of individual tests.
KW - Compressive strength
KW - Petrophysics
KW - Rock mechanics
KW - Rupture mechanism
UR - http://www.scopus.com/inward/record.url?scp=0033498487&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0033498487&partnerID=8YFLogxK
M3 - Article
VL - 43
SP - 169
EP - 178
JO - Periodica Polytechnica: Civil Engineering
JF - Periodica Polytechnica: Civil Engineering
SN - 0553-6626
IS - 2
ER -