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Determination of Uniaxial Compressive Strength of Limestone
Author(s) -
Doris Vračević,
Sanja Dugonjić Jovančević,
Josip Peranić,
Marko Hodanić
Publication year - 2019
Publication title -
zbornik radova
Language(s) - English
Resource type - Journals
eISSN - 2584-6159
pISSN - 0350-8552
DOI - 10.32762/zr.22.1.8
Subject(s) - compressive strength , schmidt hammer , geotechnical engineering , geological strength index , geology , trough (economics) , rock mechanics , materials science , composite material , economics , macroeconomics
The most used parameter in rock engineering practice is the Uniaxial Compressive Strength (UCS). It is often estimated on the field or trough Index-to-strength conversion factors proposed by various researchers for a specific rock type. The research presented in the paper involved field estimation of Uniaxial Compressive Strength using Schmidt rebound hammer and Point Load laboratory testing on limestone rock samples. The results of the estimated UCS were compared to the Uniaxial Compression Strength laboratory testing results on limestone specimens taken from the same location, in order to compare corresponding UCS of limestone rocks. These results can contribute to better estimation of the local design parameters, when direct determination of the UCS in the laboratory is not possible, rather than adopting the values from around the world case studies.

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