Influence of Penetration Rate and Indenter Diameter in Strength Measurement by Indentation Testing on Small Rock Specimens

Abstract Indentation testing has been developed as an unconventional method to determine intact rock strength using small rock specimens within the size of drill cuttings. In previous investigations involving indentation testing, researchers have used different indenter stylus geometries, penetration rate (PR) and specimen sizes. These dissimilarities can restrict applications of this method for strength measurement and lead to non-comparable results. This paper investigates the influence of indenter diameter (ID) and PR on indentation indices for carbonate rocks to provide objective comparison and application of the existing correlations. As part of this research, several indentation tests were conducted using different IDs and PRs. The laboratory test results showed that indentation indices can be affected by ID while PR has only minor effect on the indentation indices. Thus, a normalizing function was presented to reduce the dependency of test results to ID. Verification of the findings with independent data confirms the suitability of the suggested normalizing function in determining the rock uniaxial compressive strength using testing data obtained from various IDs and PRs.

[1]  R. Lama Handbook on Mechanical Properties of Rocks , 1978 .

[2]  Nestor Fernando Saavedra,et al.  CORRELATION DEVELOPMENT BETWEEN INDENTATION PARAMETERS AND UNAXIAL COMPRESSIVE STRENGTH FOR COLOMBIAN SANDSTONES , 2007 .

[3]  M. Hood,et al.  Observations of crack growth in hard rock loaded by an indenter , 1984 .

[4]  Néstor-Fernando Saavedra,et al.  Development of experimental correlations between indentation parameters and unconfined compressive strength (UCS) values in shale samples , 2008 .

[5]  F. Zausa,et al.  Rock Strength Measurements on Cuttings as Input Data for Optimizing Drill Bit Selection , 1999 .

[6]  E. Fjær,et al.  Prediction of Rock Parameters from Micro-Indentation Measurements: The Effect of Sample Size , 1998 .

[7]  Shaoquan Kou,et al.  Analytical and experimental investigation of rock indentation fracture , 1995 .

[8]  M. H. Leite,et al.  Determining the minimal number of specimens for laboratory testing of rock properties , 2005 .

[9]  M. Moosavi,et al.  Size effect in strength assessment by indentation testing on rock fragments , 2014 .

[10]  Z. Brooks A nanomechanical investigation of the crack tip process zone of marble , 2010 .

[11]  F. Homand,et al.  On the estimation of elastoplastic properties of rocks by indentation tests , 2009 .

[12]  Akbar Cheshomi,et al.  Measurement of uniaxial compressive strength of rocks using reconstructed cores from rock cuttings , 2012 .

[13]  Z. T. Bieniawski,et al.  Suggested methods for determining the uniaxial compressive strength and deformability of rock materials: Part 1. Suggested method for determining deformability of rock materials in uniaxial compression , 1979 .

[14]  V. S. Vutukuri,et al.  Handbook on mechanical properties of rocks. Testing techniques and results. Volume 1. Textbook : 200F, 30T, 260R. TRANS. TECH. PUBLICATIONS, V1, 1974, 300P , 1974 .

[15]  Z. Yue,et al.  Prediction of strength using flat cylindrical indentation method , 2006 .

[16]  Erik Flügel,et al.  Microfacies of Carbonate Rocks: Analysis, Interpretation and Application , 2004 .

[17]  Z. T. Bieniawski,et al.  Suggested methods for determining the uniaxial compressive strength and deformability of rock materials: Part 1. Suggested method for determination of the uniaxial compressive strength of rock materials , 1979 .