Skip to main content
Log in

The Leeb Hardness Test for Rock: An Updated Methodology and UCS Correlation

  • Original Paper
  • Published:
Rock Mechanics and Rock Engineering Aims and scope Submit manuscript

Abstract

The Leeb hardness test (LHT with test value of L D ) is a rebound hardness test, originally developed for metals, that has been correlated with the Unconfined Compressive Strength (test value of σ c ) of rock by several authors. The tests can be carried out rapidly, conveniently and nondestructively on core and block samples or on rock outcrops. This makes the relatively small LHT device convenient for field tests. The present study compiles test data from literature sources and presents new laboratory testing carried out by the authors to develop a substantially expanded database with wide-ranging rock types. In addition, the number of impacts that should be averaged to comprise a “test result” was revisited along with the issue of test specimen size. Correlation for L D and σ c for various rock types is provided along with recommended testing methodology. The accuracy of correlated σ c estimates was assessed and reasonable correlations were observed between L D and σ c . The study findings show that LHT can be useful particularly for field estimation of σ c and offers a significant improvement over the conventional field estimation methods outlined by the ISRM (e.g., hammer blows). This test is rapid and simple, with relatively low equipment costs, and provides a reasonably accurate estimate of σ c .

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6

Similar content being viewed by others

References

  • Aoki H, Matsukara Y (2008) Estimating the unconfined compressive strength of intact rocks from Equotip hardness. Bull Eng Geol Environ 67(1):23–29. https://doi.org/10.1007/s10064-007-0116-z

    Article  Google Scholar 

  • Asef MR (1995) Equotip as an index test for rock strength properties. Dissertation, ITC Delft

  • Asiri Y (2017) Standardized process for field estimation of unconfined compressive strength using Leeb hardness. MASc, Dalhousie University, Halifax

    Google Scholar 

  • Asiri Y, Corkum AG, El Naggar H (2016) Leeb hardness test for UCS estimation of sandstone. In: Canadian Geotechnical Society, 3–5 October 2016, Vancouver

  • ASTM Standard D4543-08 (2008) Standard practices for preparing rock core as cylindrical test specimens and verifying conformance to dimensional and shape tolerances. ASTM International, West Conshohocken, PA

  • ASTM Standard D7012-10 (2010) Standard test method for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures. ASTM International, West Conshohocken, PA

  • ASTM Standard A956-12 (2012) Standard test method for Leeb hardness testing of steel products. ASTM International, West Conshohocken, PA

  • Daniels G, McPhee CA, Sorrentino YC, McCurdy P (2012) Non-destructive strength index testing applications for sand failure evaluation. In: SPE Asia Pacific Oil and Gas Conference and Exhibition. Society of Petroleum Engineers

  • Gorski B, Anderson T, Conlon B (2007) Laboratory geomechanical strength testing of DGR-1 and DGR-2 Core. CANMET

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

    Article  Google Scholar 

  • Hoek E, Brown ET (1980) Underground excavations in rock. The Institution of Mining and Metallurgy, London

    Google Scholar 

  • ISRM (1981) Rock characterization, testing and monitoring: ISRM suggested methods. In: Brown T (ed) ISRM Yellow Book. Pergamon Press, Oxford

    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, international society for rock mechanics (ISRM Blue Book). Springer, New York

    Google Scholar 

  • ISRM (2014) The ISRM suggested methods for rock characterization, testing and monitoring: 2007–2014. In: Ulusay R (ed) Suggested methods prepared by the commission on testing methods, international society for rock mechanics (ISRM Orange Book). Springer, New York

    Google Scholar 

  • Kawasaki S, Tanimoto C, Koizumi K et al (2002) An attempt to estimate mechanical properties of rocks using the Equotip hardness tester. J Jpn 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, HARDMEKO 2004, pp 66–72

  • Koncagul 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 Sci 36(2):139–153

    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 2014, vol 2, pp 972–978

  • Leeb D (1979) New dynamic method for hardness testing of metallic materials. Revista de Metalurgia 15(1):57–63

    Google Scholar 

  • Meulenkamp F (1997) Improving the prediction of the UCS by Equotip readings using statistical and neural network models. Mem Centre Eng Geol Neth 162(127):85–101

    Google Scholar 

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

    Article  Google Scholar 

  • Moore DS (2012) Introduction to the practice of statistics, 7th edn. WH Freeman, New York

    Google Scholar 

  • Nicksiar M (2013) Effective parameters on crack initiation stress in low porosity rocks. Dissertation, University of Alberta

  • Okawa S, Ohoka M, Funato A (1999) Application of hardness tester to rock specimens. In: Proceedings of the 29th symposium of rock mechanics, pp 256–260

  • Ulusay R, Gokceoglu C, Sulukcu S (2001) ISRM suggested method for determining block punch strength index (BPI), draft. Int J Rock Mech Min Sci 38:1113–1119

    Article  Google Scholar 

  • Ulusay R, Aydan Ö, Erguler ZA, Ngan-Tillard DJM, Seiki T, VerwaaL W, Sasaki Y, Sato A (2014) ISRM suggested method for the needle penetration test. Rock Mech Rock Eng 47:1073–1085

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Verwaal W, Mulder A (2000) Rock and aggregate test procedures. Rock Aggreg Lab Man 13:14

    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 

  • Yilmaz 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 

Download references

Acknowledgements

The authors would like to acknowledge the financial support of the Saudi Arabian Cultural Bureau in Canada scholarship. BGC Engineering Inc. provided access to their collected LHT data. Mr Jesse Keane assisted with much of the laboratory testing, and his help was appreciated. The manuscript was kindly edited by Judy MacLean. Furthermore, we would like to thank the journal’s anonymous reviewers for their effort and constructive comments.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to A. G. Corkum.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Corkum, A.G., Asiri, Y., El Naggar, H. et al. The Leeb Hardness Test for Rock: An Updated Methodology and UCS Correlation. Rock Mech Rock Eng 51, 665–675 (2018). https://doi.org/10.1007/s00603-017-1372-2

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00603-017-1372-2

Keywords

Navigation