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Author’s Reply to Discussion of the Paper “An Empirical Failure Criterion for Intact Rocks” by Peng et al. (2013)

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Notes

  1. Hoek (1983) stated clearly that “Note that the process used by Hoek and Brown in deriving their empirical failure criterion was one of pure trial and error. Apart from the conceptual starting point provided by Griffith theory, there is no fundamental relationship between the empirical constants included in the criterion and any physical characteristics of the rock”.

References

  • Bésuelle P, Desrues J, Raynaud S (2000) Experimental characterization of the localisation phenomenon inside a Vosges sandstone in a triaxial cell. Int J Rock Mech Min Sci 37:1223–1237

    Article  Google Scholar 

  • Bewick RP, Kaiser PK (2013) Discussion on “An Empirical Failure Criterion for Intact Rocks” by Peng et al. (2013). Rock Mech Rock Eng. doi:10.1007/s00603-013-0514-4

  • Byerlee J (1967) Frictional characteristics of granite under high confining pressure. J Geophys Res 72(14):3639–3648

    Article  Google Scholar 

  • Carter BJ, Scott Duncan EJ, Lajtai EZ (1991) Fitting strength criteria to intact rock. Geotech Geol Eng 9:73–81

    Article  Google Scholar 

  • Gerogiannopoulos NG (1976) A critical state approach to rock mechanics. PhD. Thesis, University of London

  • Hoek E (1983) Strength of jointed rock masses. Geotechnique 33(3):187–223

    Article  Google Scholar 

  • Hoek E, Brown ET (1980) Empirical strength criterion for rock masses. J Geotech Eng Div ASCE 106(GT9):1013–1035

    Google Scholar 

  • Hoek E, Brown ET (1997) Practical estimates of rock mass strength. Int J Rock Mech Min Sci 34(8):1165–1186

    Article  Google Scholar 

  • Martin CD, Stimpson B (1994) The effect of sample disturbance on laboratory properties of Lac du Bonnet granite. Can Geotech J 31:692–702

    Article  Google Scholar 

  • Misra B (1972) Correlation of rock properties with machine performance. PhD. Thesis, Leeds University

  • Mogi K (1966) Pressure dependence of rock strength and transition from brittle fracture to ductile flow. Bull Earthq Res Inst (The University of Tokyo) 44:215–232

    Google Scholar 

  • Peng J, Rong G, Cai M, Wang X, Zhou C (2013) An empirical failure criterion for intact rocks. Rock Mech Rock Eng. doi:10.1007/s00603-012-0355-6

    Google Scholar 

  • Rosengren KJ, Jaeger JC (1968) The mechanical properties of a low porosity interlocked aggregate. Geotechnique 18:317–326

    Article  Google Scholar 

Download references

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Correspondence to Jun Peng.

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Peng, J., Cai, M., Rong, G. et al. Author’s Reply to Discussion of the Paper “An Empirical Failure Criterion for Intact Rocks” by Peng et al. (2013). Rock Mech Rock Eng 47, 825–834 (2014). https://doi.org/10.1007/s00603-013-0515-3

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