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The Effect of Rock Sample Dimension on the P-Wave Velocity

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Abstract

P-wave velocity is one of the non-destructive geophysical methods directly or indirectly used by engineering working by various filed. Thus the accuracy of the recorded P-wave velocity affects these parameters. In this survey whether the sample dimensions measured in laboratory have effect on P-wave velocity or not was investigated. Nine different rock groups were used in this study. Six different diameter core samples were prepared from each of the groups. Ultrasonic tests were carried out on the core samples having different diameter to investigate how the sound velocity varies with sample dimension. The test results were statistically analyzed using the method of least squares regression, exponential, and polynomial relationship with high correlation coefficient were found between the sample diameters and P-wave velocities. In four sample groups a decrease in ultrasonic velocity depending on an increase in diameter was observed. In five other sample groups in the samples up to 78.68 mm diameter, a decrease in P-wave velocity value was observed but a significant increase in the P-wave velocity was observed for the biggest diameter samples. This observed decrease connected with sample dimension varies dependently on physical characteristic properties of the sample.

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References

  1. Knill, T.L.: The application of seismic methods in the interpretation of grout takes in rocks. In: Proc. Conf. In Situ Investigation in Soil and Rocks. British Geotechnical Society, vol. 8, pp. 93–100. (1970)

    Google Scholar 

  2. Turk, N., Dearman, W.R.: Assessment of grouting efficiency in a rock mass in terms of seismic velocities. Bull. Int. Assoc. Eng. Geol. 36, 101–108 (1987)

    Article  Google Scholar 

  3. Price, D.G., Malone, A.W., Knill, T.L.: The application of seismic methods in the design of rock bolt system. In: Proc. First Int. Cong. Int. Assoc. Eng. Geol., vol. 2, pp. 740–752 (1970)

    Google Scholar 

  4. Young, R.P., Hill, T.T., Bryan, I.R., Middleton, R.: Seismic spectroscopy in fracture characterization. Q. J. Eng. Geol. 18, 459–479 (1985)

    Article  Google Scholar 

  5. Turk, N., Dearman, W.R.: A suggested approach to rock characterization in terms of seismic velocities. In: Proc. 27th 268 US Symp. Rock Mech., pp. 168–175 (1986)

    Google Scholar 

  6. Ondera, T.F.: Dynamic investigation of foundation rocks, in situ. In: Proc. 5th 252 US Symp. Rock Mech., pp. 517–533 (1963)

    Google Scholar 

  7. Gladwin, M.T.: Ultrasonic stress monitoring in underground mining. Int. J. Rock Mech. Min. Sci. 19, 221–228 (1982)

    Article  Google Scholar 

  8. Hudson, J.A., Jones, E.T.W., New, B.M.: P-wave velocity measurement in a machine bored chalk tunnel. Q. J. Eng. Geol. 13, 33–43 (1980)

    Article  Google Scholar 

  9. Karpuz, C., Pasamehmetoglu, A.G.: Field characterization of weathered Ankara andesites. Eng. Geol. 46, 1–17 (1997)

    Article  Google Scholar 

  10. Dearman, W.R., Turk, N., Irfan, Y., Rowshanei, H.: Detection of rock material variation by sonic velocity zoning. Bull. Int. Assoc. Eng. Geol. 35, 3–8 (1987)

    Article  Google Scholar 

  11. Boadu, F.K.: Fractured rock mass characterization parameters and seismic properties: analytical studies. J. Appl. Geophys. 36, 1–19 (1997)

    Article  Google Scholar 

  12. Kahraman, S.: The effect of fracture roughness on P-wave velocity. Eng. Geol. 63, 347–350 (2002)

    Article  Google Scholar 

  13. Kahraman, S., Soylemez, M., Fener, M.: Determination of fracture depth of rock blocks from p-wave velocity. Bull. Eng. Geol. Environ. 67, 11–16 (2008)

    Article  Google Scholar 

  14. D’Andrea, D.V., Fisher, R.L., Fogelson, D.E.: Prediction of compressive strength from other rock properties. In: US Bureau of Mines Report of Investigation 6702 (1965)

  15. Deer, D.U., Miller, R.P.: Engineering classification and index properties for intact rock. Air Force Weapons Lab. Tech. Report, AFWL-TR 65-116, Kirtland Base, New Mexico (1966)

  16. Youash, Y.: Dynamic physical properties of rocks: Part 2. Experimental result. In: Proc. 2nd Congr. Int. Soc. Rock Mech. Beograd, vol. 1, pp. 185–195 (1970)

    Google Scholar 

  17. Saito, T., Mamoru, A.B.E., Kundri, S.: Study on weathering of igneous rocks. Rock Mech. Japan 2, 28–30 (1974)

    Google Scholar 

  18. Gardner, G.H.F., Gardner, L.W., Gregory, A.R.: Formation velocity and density: the diagnostic basis for stratigraphic. Geophysics 39, 770–780 (1974)

    Article  Google Scholar 

  19. Lama, R.D., Vutukuri, V.S.: Handbook on mechanical properties of rocks. Trans. Tech. Publ., 2 (1978)

  20. Inoue, M., Ohami, M.: Relation between uniaxial compressive strength and elastic wave velocity of soft rocks. In: Proc. Int. Symp. Weak Rock (Tokyo), pp. 9–13 (1981)

    Google Scholar 

  21. Gavilio, P.: Longitudinal waves propagation in a limestone: the relation between velocity and density. Rock Mech. Rock Eng. 22, 299–306 (1989)

    Article  Google Scholar 

  22. Sisman, H., Altıntas, M., Ozturk, İ.: Relationships between seismic wave velocities and rock parameters in rock mechanics. In: 2th National Rock Mechanics Symp., Ankara, 5–7 November, pp. 221–237 (1990)

    Google Scholar 

  23. Boadu, F.K.: Predicting the transport properties of fractured rocks from seismic information: numerical experiments. J. Appl. Geophys. 44, 103–113 (2000)

    Article  Google Scholar 

  24. Yasar, E., Erdogan, Y.: Correlation sound velocity with density, compressive strength and Young’s modulus of carbonate rocks. Int. J. Rock Mech. Min. Sci. 41, 871–875 (2004)

    Article  Google Scholar 

  25. Kahraman, S., Soylemez, M., Gunaydin, O., Fener, M.: Determination of the physical properties of travertines from ultrasonic measurement. In: International Travertine Symposium & Technologies Exhibition, Pamukkale University, Denizli, Turkey, September 21–25 (2005)

    Google Scholar 

  26. Kahraman, S., Ogretici, E., Yeken, T., Fener, M.: Predicting the physico-mechanical properties of igneous rocks from electrical resistivity measurements. In: Eurorock’06, European Regional ISRM Symposium, Liege, Belgium, 9–12 May (2006)

    Google Scholar 

  27. Kahraman, S., Yeken, T.: Determination of physical properties of carbonate rocks from P-wave velocity. Bull. Eng. Geol. Environ. 67, 277–281 (2008)

    Article  Google Scholar 

  28. Kahraman, S., Gunaydin, O., Fener, M.: Predicting the uniaxial compressive strength of pyroclastic rocks from the P-wave velocity. In: Sixth International Symposium on Geophysics, Tanta, Egypt, 11–12 November, 27p. (2009)

    Google Scholar 

  29. Wyllie, M.R.J., Gregory, A.R., Gardner, G.H.F.: An experimental investigation of factors effecting elastic wave velocities in porous media. Geophysics 23, 459–493 (1958)

    Article  Google Scholar 

  30. Till, R.E., Bur, T.R.: An automated ultrasonic pulse measurement system. Geophysics 34, 101–105 (1969)

    Article  Google Scholar 

  31. Nur, A., Simmons, G.: The effect of saturation on velocity in low porosity rocks. Earth Planet. Sci. Lett. 7, 183–193 (1969)

    Article  Google Scholar 

  32. Ramana, Y.V., Venkatanarayana, B.: Laboratory studies on Kolar rocks. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 10, 465–489 (1973)

    Article  Google Scholar 

  33. Wang, C., Lin, W., Wenk, H.: The effect of water and pressure on velocities of electric wave in a foliated rock. J. Geophys. Res. 80, 1065–1069 (1975)

    Article  Google Scholar 

  34. Gregory, A.R.: Fluid saturation effects on dynamic elastic properties of sedimentary rocks. Geophysics 41, 721–895 (1976)

    Article  MathSciNet  Google Scholar 

  35. Kahraman, S.: The correlation between the saturated and dry P-wave velocity of rocks. Ultrasonics 46, 341–348 (2007)

    Article  Google Scholar 

  36. Donath, F.: Experimental study on the shear failure of anisotropic rocks. Geol. Soc. Am. Bull. 72(6), 985–990 (1961)

    Article  Google Scholar 

  37. Piniska, J.: Correlation between mechanical and acoustic properties of flysch sandstones. In: Int. Symp. on the Geotechnica Italiana, Capri, vol. 1, pp. 387–394 (1977)

    Google Scholar 

  38. ISRM: Rock characterisation testing and monitoring. In: Brown, E.T. (ed.) Pergamon Press, Oxford (1981), 211 pp

  39. ASTM: Standard method for laboratory determination of pulse velocities and ultrasonic elastic constant of rocks. Annual Book of ASTM Standard, Pert 19, D. 2845-69:356–363 (1978)

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Fener, M. The Effect of Rock Sample Dimension on the P-Wave Velocity. J Nondestruct Eval 30, 99–105 (2011). https://doi.org/10.1007/s10921-011-0095-7

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