Abstract
Fault breccias are usually not suitable for preparing smooth specimens or else the preparation of such specimens is tedious, time consuming and expensive. To develop a predictive model for the uniaxial compressive strength (UCS) of a fault breccia from electrical resistivity values obtained from the electrical impedance spectroscopy measurements, twenty-four samples of a fault breccia were tested in the laboratory. The UCS values were correlated with corresponding resistivity values and a strong correlation between them could not be found. However, a strong correlation was found for the samples having volumetric block proportion (VBP) of 25–75%. In addition, it was seen that VBP strongly correlated with resistivity. It was concluded that the UCS of the tested breccia can be estimated from resistivity for the samples having VBP of 25–75%.
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Alber M and Kahraman S 2009 Rock Mech. Rock Eng. 42 117
Ara T, Bjorndalen N, Talabani S and Islam M R 2004 EEC Innovation 2 20
Archie G E 1942 Trans. Amer. Inst. Min Metall. Petrol. Eng. 146 54
Bilim N, Ozkan I and Gokay M K 2002 Determination of discontinuities at rock materials by electrical resistance method. In Proc. 7th Regional Rock Mech. Symp. (eds) C Sensogut and I Ozkan (Ankara: Kozan Ofset)
Borner F D, Schopper J R and Weller A 1996 Geophys. Prosp. 44 583
Buergi C, Parriaux A, Franciosi G and Rey J-Ph 1999 Eng. Geol. 51 225
Brace W F, Orange A S and Madden T R 1965 J. Geophys. Res. 70 5669
Chelidze T L, Gueguen Y and Ruffet C 1999 Geophys. J. Int. 137 16
Chester F M and Logan J M 1986 Pure Appl. Geophys. 124 79
Collett L S and Katsube T J 1973 Geophysics 38 76
Coli N, Berry P and Boldini D 2011 In. J. Rock Mech. Min. Sci. 48 95
Ehrbar H and Pfenniger I 1999 In Vorerkundung und Prognose der Basistunnels am Gotthard und am Lötschberg (Rotterdam: Balkema Press)
Goodman R E and Ahlgren C S 2000 J. Geotech. Geoenviron. Eng. 126 429
Habimana J, Labiouse V and Descoeudres F 2002 J. Rock Mech. Min. Sci. 39 677
Haneberg W C 2004 Felsbau-Rock Soil Eng. 22 19
ISRM 1981 ISRM suggested methods (ed.) E T Brown (Oxford: Pergamon Press)
Jodicke H 1990 Zonen hoher elektrischer Krustenleitfahigkeit im Rhenoherzynikum and seinem nordlichen Vorland. PhD thesis, Münster University
Kahraman S and Alber M 2006a J. Rock Mech. Min. Sci. 43 543
Kahraman S and Alber M 2006b J. Rock Mech. Min. Sci. 43 1277
Kahraman S, Ogretici E, Yeken T and Fener M 2006 In EUROCK’06, Europ. Regional ISRM Symp. (eds) Van Cotthem, Charlier, Thimus and Tshibangu (London: Taylor & Francis Group)
Kahraman S, Alber M, Fener M and Gunaydin O 2008 J. Rock Mech. Min. Sci. 45 1469
Kahraman S, Gunaydin O, Alber M and Fener M 2009 Exp. Syst. Appl. 36 6874
Kahraman S, Alber M, Fener M and Gunaydin O 2010 Exp. Syst. Appl. 37 8750
Kaselov A and Shapiro S A 2004 J. Geophys. Eng. 1 1
Kate J M and Sthapak A K 1995 In Proc. 35th US Symp. Rock Mech. (eds) J J K Daemen and R A Schultz (Rotterdam: Balkema Press)
Laws S, Eberhardt E, Loew S and Descoeudres F 2003 Rock Mech. Rock Eng. 36 271
Lindquist E S 1994 The strength and deformation properties of melange. PhD thesis, University of California at Berkeley, California
Lindquist E S and Goodman R E 1994 In Proc.1st North Amer. Rock Mech. Symp. (eds) P P Nelson and S E Laubach (Rotterdam: Balkema Press)
Macdonald J R and Johnson W B 1987 In Impedance spectroscopy (ed.) J R Macdonald (New York: John Wiley and Sons Press)
Laws S, Eberhardt E, Loew S and Descoeudres F 2003 Rock Mech. Rock Eng. 36 271
Medley E W and Goodman R E 1994 In Proc. 1st North Amer. Rock Mech. Sym. (eds) P P Nelson and S E Laubach (Rotterdam: Balkema Press)
Medley E W and Lindquist E S 1995 In Proc. 35th US Rock mech. Symp. (eds) J K Daemen and R A Schultz (Rotterdam: Balkema Press)
Medley E W 1997 In Proc. Int. Symp. Engin. Geol. Env. (eds) P G Marinos, G C Koukis, G C Tsiambaos and G C Stournaras (Rotterdam: Balkema Press)
Medley E W 2001 Felsbau-Rock Soil Eng. 19 20
Medley E W 2002 In Proc. 5th North Amer. Rock Mech. Symp. (eds) R Hammah, W Bawden, J Curran and M Telesnicki (Toronto: University of Toronto Press)
Protodyakonov M M 1969 In Mechanical properties of rocks (eds) M M Protodyakonov et al (translated from Russian, Jerusalem: Israel Program for Scientific Translations)
Schmeling H 1986 Phys. Earth Planet. Int. 43 123
Shankland T J and Waff H S 1997 J. Geophys. Res. 82 5409
Shogenova A, Joeleht A, Kirsimae K, Sliaupa S, Rasteniene V and Babele A 2001 In Proc. 6th Nordric Symp. Petrophysics (eds) K Backe and T Loermans (Trondheim: Norwegian University of Science and Technology)
Slatalla N, Alber M and Kahraman S 2010 Bull. Eng. Geol. Environ. 69 455
Sonmez H, Gokceoglu C, Tuncay E, Medley E W and Nefeslioglu H A 2004 Felsbau-Rock Soil Eng. 22 27
Sonmez H, Gokceoglu C, Medley E W, Tuncay E and Nefeslioglu H A 2006 J. Rock Mech. Min. Sci. 43 554
Vinegar H J and Waxman M H 1984 Geophysics 49 1267
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Kahraman, S., Alber, M. Electrical impedance spectroscopy measurements to estimate the uniaxial compressive strength of a fault breccia. Bull Mater Sci 37, 1543–1550 (2014). https://doi.org/10.1007/s12034-014-0109-z
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DOI: https://doi.org/10.1007/s12034-014-0109-z