Professional paper

https://doi.org/10.32762/zr.22.1.8

Determination of Uniaxial Compressive Strength of Limestone

Doris Vračević orcid.org/0000-0001-7103-5196 ; University of Rijeka, Faculty of Civil Engineering
Sanja Dugonjić Jovančević orcid.org/0000-0002-0242-7409 ; University of Rijeka, Faculty of Civil Engineering
Josip Peranić ; University of Rijeka, Faculty of Civil Engineering
Marko Hodanić ; University of Rijeka, Faculty of Civil Engineering

Abstract

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.

Keywords

limestone; Uniaxial Compressive Strength; Point Load Test; Schmidt rebound hammer; field identification

Hrčak ID:

230658

URI

https://hrcak.srce.hr/230658

Publication date:

20.12.2019.

Article data in other languages: croatian

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