1. Evaluating the Effects of Mineral Grain Size and Mineralogical Composition on the Correlated Equations Between Strength and Schmidt Hardness of Granitic Rocks.
- Author
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Ajalloeian, Rassoul, Jamshidi, Amin, and Khorasani, Reza
- Subjects
GRANITE ,GRAIN size ,ROCK slopes ,ROCK deformation ,HARDNESS ,MULTIPLE regression analysis - Abstract
Uniaxial compressive and Brazilian tensile strengths (UCS and BTS) of rocks are considered important properties in the design of most the geotechnical projects that interact with rock such as slope stability and underground excavation. Indirect tests such as Schmidt hammer hardness (SH) can be used for prediction of UCS and BTS of rocks. The aim of this study is to correlate the UCS and BTS of granitic rocks with SH with an emphasis on influence of petrographic characteristics. For this purpose, 10 different granitic rocks were selected from Iran's quarries and their UCS, BTS, SH and petrographic characteristics including mean mineral grain size (MGS) and mineralogical composition (Quartz/Feldspar ratio) (Qz/Fl) were determined. Using data analysis, correlation between UCS and BTS with SH, MGS and Qz/Fl statistically were investigated using multiple regression analyses. In these analyses, the UCS and BTS were considered to be the dependent variable, which are dependent on the independent variables of the SH, MGS and Qz/Fl. It was found out that there are moderate correlations (R
2 = 0.523 to 0.759) between UCS and BTS with SH, whereas there are strong correlations (R2 = 0.868 to 0.955) between UCS and BTS with SH when MGS and Qz/Fl are considered. Finally, it was concluded that the regression equations proposed in this study are in good accuracy for prediction of UCS and BTS, and thus making a rapid assessment from UCS and BTS of granitic rocks. [ABSTRACT FROM AUTHOR]- Published
- 2024
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