Skip to main navigation Skip to search Skip to main content

Predicting the compressive and tensile strength of rocks from indentation hardness index

  • Niğde Ömer Halisdemir University

Research output: Contribution to journalArticlepeer-review

124 Citations (Scopus)

Abstract

The prediction of rock properties from indirect testing methods is important, particularly for preliminary investigations since indirect tests are easier and cheaper than the direct tests. In this study, we investigate the predictability of the uniaxial compressive strength (UCS ) and Brazilian tensile strength (BTS ) of rocks from the indentation hardness index (IHI ) obtained using point load apparatus. Forty-six different rock types, 14 of which were igneous, 15 were metamorphic, and 17 were sedimentary were tested in the laboratory. The UCS and BTS values were correlated with the corresponding IHI values and the results were statistically analysed. The influence of rock classes on the relationships was also investigated. A strong correlation between UCS and IHI was found for all data. The correlation between BTS and IHI is not as strong as the correlation between UCS and IHI. However, it is in the acceptable limits. When the regression analyses were repeated for igneous, metamorphic, and sedimentary rocks, the correlation coefficients were generally increased. The results show the UCS and BTS can be estimated from IHI. In addition, the effect of rock classes on the relationships between IHI and both UCS and BTS is important.

Original languageEnglish
Pages (from-to)331-339
Number of pages9
JournalJournal of the Southern African Institute of Mining and Metallurgy
Volume112
Issue number5
Publication statusPublished - May 2012
Externally publishedYes

Keywords

  • Brazilian tensile strength
  • Indentation hardness index
  • Uniaxial compressive strength

Fingerprint

Dive into the research topics of 'Predicting the compressive and tensile strength of rocks from indentation hardness index'. Together they form a unique fingerprint.

Cite this