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Change in deformation modulus and strength of meta-siltstone depending on specimen size
The meta-siltstone samples of two scales are subjected to uniaxial compression and split tensile strength testing. The empirical relationships between the specimen size, deformation modulus and ultimate strength are determined. The strength behavior of the studied rock material was described using t...
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Published in: | IOP conference series. Earth and environmental science 2018-03, Vol.134 (1), p.12066 |
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Main Authors: | , , , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites |
Online Access: | Get full text |
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Summary: | The meta-siltstone samples of two scales are subjected to uniaxial compression and split tensile strength testing. The empirical relationships between the specimen size, deformation modulus and ultimate strength are determined. The strength behavior of the studied rock material was described using the Mohr-Coulomb envelopes. |
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ISSN: | 1755-1307 1755-1315 |
DOI: | 10.1088/1755-1315/134/1/012066 |