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Comparative investigation of Shore, Schmidt, and Leeb hardness tests in the characterization of rock materials

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Abstract

Prediction of physical and mechanical properties of rock materials using rebound-based hardness test methods is widely preferred in many fields of engineering and in the characterization of rock materials, because they are non-destructive, practical, and economical. In this study, 40 types of rocks with magmatic, metamorphic, and sedimentary origins, represented by travertine, limestone, marble, dolomite, granite, syenite, dunite, andesite, schist, gabbro, tuff, and ignimbrite were selected. First, dry unit weight (γd), open porosity (no), water absorption by weight (WAW), wide wheel abrasion (WA), and uniaxial compressive strength values were determined. After that, Shore C-2 scleroscope (HSC), L-type Schmidt hammer (HSL), and Leeb (HLD) rebound-based hardness tests were carried out on all samples, and then, hardness values by three methods were compared with the obtained parameters. The Leeb hardness test, which is more recent and innovative than the Shore and Schmidt hardness tests, was initially developed for metallic materials. However, the method has become increasingly popular in the determination of hardness of rock materials in laboratory as well as in field. In this study, the Leeb hardness test was found to be more useful due to its quick and precise measurement capabilities compared to Shore and Schmidt hardness tests. The results of the study reveal that the prediction of physical and mechanical properties of rocks can more precisely be determined by the HLD method than the HSL and HSC methods using the proposed equations.

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References

  • Altındağ R, Güney A (2006) ISRM suggested method for determining the shore hardness value for rock. Int J Rock Mech Min 43:19–22

    Article  Google Scholar 

  • Aoki H, Matsukura Y (2008) Estimating the unconfined compressive strength of intact rocks from Equotip hardness. Bull Eng Geol Environ 67(1):23–29

    Article  Google Scholar 

  • Asiri Y (2017) Standardized process for field estimation of unconfined compressive strength using Leeb hardness. MSc thesis, Dalhousie University, p 174

  • Asiri Y, Corkum AG, El Naggar H (2016) Leeb hardness test for UCS estimation of sandstone. In: Canadian Geotechnical Society, p 11

  • ASTM (1999) Standard test method for compressive strength of dimension stone (Designation: C 170). Annual Book of ASTM Standards

  • ASTM (2002) Standard test method for Leeb hardness testing of steel products. ASTM International A956-12

  • ASTM (2013) Standard hardness conversion tables for metals relationship among Brinell hardness, Vickers Hardness, rockwell hardness, superficial hardness, Knoop Hardness, Scleroscope hardness, and Leeb hardness. ASTM International E140-12b

  • Atkinson RH (1993) Hardness test for rock characterization. In: Hudson JA (ed) Comprehensive rock engineering: principles, practice and projects. Rock testing and site characterization, vol 3. Pergamon, Oxford, p 1011

    Google Scholar 

  • Aydın A, Basu A (2005) The Schmidt hammer in rock material characterization. Eng Geol 81:1–14

    Article  Google Scholar 

  • Bruno G, Vessia G, Bobbo L (2013) Statistical method for assessing the uniaxial compressive strength of carbonate rock by Schmidt hammer tests performed on core samples. Rock Mech Rock Eng 46:199–206

    Article  Google Scholar 

  • Büyüksağış İS, Göktan RM (2007) The effect of Schmidt hammer type on uniaxial compressive strength prediction of rock. Int J Rock Mech Min 44:299–307

    Article  Google Scholar 

  • Çobanoğlu İ, Çelik SB (2008) Estimation of uniaxial compressive strength from point load strength, Schmidt hardness and P-wave velocity. Bull Eng Geol Environ 67:491–498

    Article  Google Scholar 

  • Çobanoğlu İ, Çelik SB (2017) Assessments on the usability of Wide Wheel (Capon) test as reference abrasion test method for building stones. Constr Build Mater 151:319–330

    Article  Google Scholar 

  • Çobanoğlu İ, Çelik SB, Alkaya D (2010) Correlation between “wide wheel abrasion (capon)” and “Bohme abrasion” test results for some carbonate rocks. Sci Res Essays 5(22):3398–3404

    Google Scholar 

  • Coombes MA, Feal-Pérez A, Naylor LA, Wilhelm K (2013) A non-destructive tool for detecting changes in the hardness of engineering materials: application of the Equotip durometer in the coastal zone. Eng Geol 167:14–19

    Article  Google Scholar 

  • Corkum AG, Asiri Y, El Naggar H, Kinakin D (2018) The Leeb hardness test for rock: an updated methodology and UCS correlation. Rock Mech Rock Eng 51:665–675

    Article  Google Scholar 

  • Daniels G, McPhe CA, Sorrentino YC, McCurdy P (2012) Nondestructive strength index testing applications for sand failure evaluation. In: SPE Asia Pacific oil and gas conference and exhibition, society of petroleum engineers, p 12

  • EN 14157 (2006) Natural stones—determination of abrasion resistance. European Standard, p 19

  • EN 1926 (2006) Natural stone test methods—determination of uniaxial compressive strength. European Committee for Standardization, p 20

  • EN 1936 (2006) Natural stone test methods—determination of real density and apparent density, and of total and open porosity. European Committee for Standardization, p 11

  • Güneş Yılmaz N (2013) The influence of testing procedures on uniaxial compressive strength prediction of carbonate rocks from Equotip hardness tester (EHT) and proposal of a new testing methodology: hybrid dynamic hardness (HDH). Rock Mech Rock Eng 46(1):95–106

    Article  Google Scholar 

  • Güneş Yılmaz N, Göktan RM (2018a) Comparison and combination of two NDT methods with implications for compressive strength evaluation of selected masonry and building stones. Bull Eng Geol Environ. https://doi.org/10.1007/s10064-018-1382-7

    Article  Google Scholar 

  • Güneş Yılmaz N, Göktan RM (2018b) Analysis of the Leeb hardness test data obtained by using two different rock core holders. Süleyman Demirel Univ J Nat Appl Sci 22(1):24–31

    Google Scholar 

  • Güneş Yılmaz N, Tumaç D, Göktan RM (2015) Rock cuttability assessment using the concept of hybrid dynamic hardness (HDH). Bull Eng Geol Environ 74:1363–1374

    Article  Google Scholar 

  • Gupta V, Sharma R, Sah MP (2009) An evaluation of surface hardness of natural and modified rocks using Schmidt hammer: study from northwestern Himalaya, India. Geografiska Annaler 91A(3):179–188

    Article  Google Scholar 

  • Hack HR, Hingira J, Verwaal W (1993) Determination of discontinuity wall strength by Equotip and ball rebound tests. Int J Rock Mech Min Geomech Abs 30(2):151–155

    Article  Google Scholar 

  • Hucka V (1965) A rapid method of determining the strength of rocks in situ. Int J Rock Mech Min Geomech Abs 2:127–134

    Article  Google Scholar 

  • ISRM (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. In: Ulusay R, Hudson JA (eds) Suggested methods prepared by the commission on testing methods, ISRM, Compilation arranged by the ISRM Turkish National Group, p 628

  • Kahraman S (2001) Evaluation of simple methods for assessing the uniaxial compressive strength of rock. Int J Rock Mech Min 38:981–994

    Article  Google Scholar 

  • Karaca Z, Deliormanli AH, Elçi H, Pamukcu C (2010) Effect of freeze-thaw process on the abrasion loss value of stones. Int J Rock Mech Min 47(7):1207–1211

    Article  Google Scholar 

  • Karaca Z, Güneş Yılmaz N, Göktan RM (2012) Considerations on the European standard EN 14157 test methods: abrasion resistance of natural stones used for flooring in buildings. Rock Mech Rock Eng 45:103–111

    Article  Google Scholar 

  • Katz O, Reches Z, Roegiers JC (2000) Evaluation of mechanical rock properties using a Schmidt Hammer. Int J Rock Mech Min 37:723–728

    Article  Google Scholar 

  • Kawasaki S, Tanimoto C, Koizumi K, Ishikawa M (2002) An attempt to estimate mechanical properties of rocks using the Equotip hardness tester. J Soc Eng Geol 43(4):244–248

    Article  Google Scholar 

  • Kompatscher M (2004) Equotip—rebound hardness testing after D. Leeb. In: Conference on hardness measurements theory and application in laboratories and industries, pp 66–72

  • Koncagül EC, Santi PM (1999) Predicting the unconfined compressive strength of the Breathitt shale using slake durability, Shore hardness and rock structural properties. Int J Rock Mech Min 36:139–153

    Article  Google Scholar 

  • Lee JS, Smallwood L, Morgan E (2014) New application of rebound hardness numbers to generate logging of unconfined compressive strength in laminated shale formations. In: 48th US rock mechanics—geomechanics symposium, vol 2, pp 972–978

  • Leeb D (1979) Dynamic hardness testing of metallic materials. NDT Int 12(6):274–278

    Article  Google Scholar 

  • Marini P, Bellopede R, Perino L, De Regibus C (2011) Optimisation of an abrasion resistance test method on natural stones. Bull Eng Geol Environ 70:133–138

    Article  Google Scholar 

  • Meulenkamp F, Alvarez Grima M (1999) Application of neural networks for the prediction of the unconfined compressive strength (UCS) from Equotip hardness. Int J Rock Mech Min 36(1):29–39

    Article  Google Scholar 

  • Mol L (2014) Measuring rock hardness in the field. In: Nield J, Clarke L (eds) Geomorphological techniques. British Society for Geomorphology, p 8

  • Momeni E, Nazir R, Armaghani DJ, Mohamad ET (2015) Prediction of unconfined compressive strength of rocks: a review paper. Jurnal Teknologi 77(11):43–50

    Article  Google Scholar 

  • Proceq (2014) Pundit lab/Pundit lab + ultrasonic instrument operating instructions. Proceq SA, p 31

  • Proceq (2016) Portable nondestructive concrete testing instrument. Proceq SA, p 10

  • Schmidt E (1951) Investigations with the new concrete test hammer for estimating the quality of concrete. Schweizer Archive angerwandte Wissenschaft Technik (Solothurn) 17(5):139

    Google Scholar 

  • Selçuk L, Nar A (2016) Prediction of uniaxial compressive strength of intact rocks using ultrasonic pulse velocity and rebound-hammer number. Q J Eng Geol Hydroge 49(1):67–75

    Article  Google Scholar 

  • Selçuk L, Yabalak E (2015) Evaluation of the ratio between uniaxial compressive strength and Schmidt hammer rebound number and its effectiveness in predicting rock strength. Nondestruct Test Eva 30(1):1–12

    Article  Google Scholar 

  • Shalabi FI, Cording EJ, Al-Hattamleh OH (2007) Estimation of rock engineering properties using hardness tests. Eng Geol 90(3):138–147

    Article  Google Scholar 

  • Siegesmund S, Dürrast H (2014) Physical and mechanical properties of rocks. In: Siegesmund S, Snethlage R (eds) Stone in architecture, properties, durability, 5th edn. Springer, Berlin

    Chapter  Google Scholar 

  • Su O, Momayez M (2017) Correlation between Equotip hardness index, mechanical properties and drillability of rocks. Dokuz Eylul Univ J Sci Eng 19(56):519–531

    Google Scholar 

  • Tumaç D, Bilgin N, Feridunoğlu C, Ergin H (2007) Estimation of rock cuttability from shore hardness and compressive strength properties. Rock Mech Rock Eng 40(5):477–490

    Article  Google Scholar 

  • Verwaal W, Mulder A (1993) Estimating rock strength with the Equotip hardness tester. Int J Rock Mech Min Geomech Abs 30(6):659–662

    Article  Google Scholar 

  • Viles H, Goudie A, Grab S, Lalley J (2011) The use of the Schmidt Hammer and Equotip for rock hardness assessment in geomorphology and heritage science: a comparative analysis. Earth Surf Proc Land 36(3):320–333

    Article  Google Scholar 

  • Yağız S (2009) Predicting uniaxial compressive strength, modulus of elasticity and index properties of rocks using the Schmidt hammer. Bull Eng Geol Environ 68(1):55–63

    Article  Google Scholar 

  • Yaşar E, Erdoğan Y (2004) Estimation of rock physicomechanical properties using hardness methods. Eng Geol 71(3):281–288

    Article  Google Scholar 

  • Yılmaz I, Sendir H (2002) Correlation of Schmidt hardness with unconfined compressive strength and Young’s modulus in gypsum from Sivas (Turkey). Eng Geol 66(3):211–219

    Article  Google Scholar 

Download references

Acknowledgements

Portable hardness test device used in this study was financially supported by Pamukkale University Scientific Research Projects Coordination Unit under a project (no.: 2018KRM002-392); this support is gratefully acknowledged. Hardness measurements by Shore C-2 scleroscope were taken in the mining engineering department of Süleyman Demirel University; the authors wish to thank Prof. Dr. Raşit Altındağ and Dr. Deniz Akbay for their kind support.

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Correspondence to Sefer Beran Çelik.

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Çelik, S.B., Çobanoğlu, İ. Comparative investigation of Shore, Schmidt, and Leeb hardness tests in the characterization of rock materials. Environ Earth Sci 78, 554 (2019). https://doi.org/10.1007/s12665-019-8567-7

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