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Experimental approach to evaluate weathering condition of granite using electrical resistivity

  • Oh, Tae-Min (Geologic Environment Division, Underground Space Department, Korea Institute of Geoscience and Mineral Resources (KIGAM)) ;
  • Cho, Gye-Chun (Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology (KAIST)) ;
  • Son, Thai An (Architectural Planning Manager, Department of Planning, GS E&C) ;
  • Ryu, Hee-Hwan (Power Transmission Laboratory, Korea Electric Power Research Institute) ;
  • Lee, Changho (Department of Marine and Civil Engineering, Chonnam National University)
  • Received : 2014.02.12
  • Accepted : 2015.01.26
  • Published : 2015.05.25

Abstract

Weathering is the breaking/cutting down process of rocks due to physical and chemical processes in natural as well as artificial environment including $CO_2$ injection for storage in the sediment, or natural resource recovery process. This study suggests an alternative method to estimate the degree of weathering for granites. A series of laboratory and field experiments are performed to measure electrical resistivities on various rock samples experienced different degrees of weathering and their residual soils under different saturation conditions. It is found that the normalized electrical resistivity increases with a decrease in water absorption and the saturation. Simple boundaries are suggested to identify the weathering degree of granites, based on limited data. Field test results for three sites confirm that the suggested method could be estimated well the degree of weathering of granites compared with the other methods suggested previously. Although further research is required, this study suggests that an electrical resistivity could be an effective approach to estimate the degree of weathering of granites compared with the other methods suggested previously.

Keywords

References

  1. Akin, M. (2010), "A quantitative weathering classification system for yellow travertines", Environ. Earth Sci., 61(1), 47-61. https://doi.org/10.1007/s12665-009-0319-7
  2. Archie, G.E. (1942), "The electrical resistivity log as an aid in determining some reservoir characteristics", Petrol. Transact. AIME, 146, 54-62. https://doi.org/10.2118/942054-G
  3. ASTM D1556-07 (2007), Standard test method for density and unit weight of soil in place by the sand-cone method; Annual Book of ASTM Standard, Vol. 04.08.
  4. ASTM D421-85 (2007), Standard practice for dry preparation of soil samples for particle-size analysis and determination of soil constants; Annual Book of ASTM Standard, Vol. 04.08.
  5. ASTM D6473-10 (2010), Standard test method for specific gravity and absorption of rock for erosion control; Annual Book of ASTM Standard, Vol. 04.09.
  6. ASTM D854-10 (2010), Standard test methods for specific gravity of soil solids by water pycnometer; Annual Book of ASTM Standard, Vol. 04.08.
  7. Beavis, F.C. (1985), Engineering Geology, Blackwell Scientific, Melbourne, Australia.
  8. Carmichael, R.S. (1986), Handbook of Physical Properties of Rocks, (Volume I), CRC Press, Inc., FL, USA.
  9. Castellanza, R. and Nova, R. (2004), "Oedometric tests on artificially weathered carbonatic soft rocks", J. Geotech. Geoenviron. Eng., 130(7), 728-739. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:7(728)
  10. Chen, X., Yan, H. and Liu, X. (2011), "Study on engineering characteristics of highly weathered weak rock", Adv. Mater. Res., 261-263, 1309-1312. https://doi.org/10.4028/www.scientific.net/AMR.261-263.1309
  11. Chinh, P.D. (2000), "Electrical properties of sedimentary rocks having interconnected water-saturated pore spaces", Geophysics, 65(4), 1093-1097. https://doi.org/10.1190/1.1444802
  12. Dearman, W.R. and Ifran, T.Y. (1978), "Assessment of the degree of weathering in granite using petrographic and physical index test", Proceedings of International Symposium on Deterioration and Protection of Stone Monuments, Unesco, Paris, France, pp. 3-35.
  13. Ebuk, E.J., Hencher, S.R. and Lumsden, A.C. (1993), "The influence of structure on the shearing mechanism of weakly bonded soils derived from granite", (Cripps, J.C., Coulthard, J.M., Culshaw, M.G., Forster, A., Hencher, S.R. and Moon, C.F. Editors), In: The Engineering Geology of Weak Rock: Proceedings of the 26th Annual Conference of Engineering Group of the Geological Society, pp. 207-215.
  14. Glover, P.W.J., Hole, M.J. and Pous, J. (2000), "A modified archie's law for two conducting phases", Earth Planet. Sci. Lett., 180, 369-383. https://doi.org/10.1016/S0012-821X(00)00168-0
  15. Gupta, A.S. and Rao, K.S. (2000), "Weathering effects on the strength and deformational behavior of crystalline rocks under uniaxial compression state", Eng. Geol., 56, 257-274. https://doi.org/10.1016/S0013-7952(99)00090-3
  16. Harnois, L. (1988), "The CIW index: A new chemical index of weathering", Sed. Geol., 55, 319-322. https://doi.org/10.1016/0037-0738(88)90137-6
  17. Ifran, T.Y. (1996), "Mineralogy, fabric properties and classification of weathered granite in Hong Kong", Quart. J. Eng. Geol., 11, 233-244.
  18. Irfan, T.Y. and Powell, G.E. (1985), "Engineering geological investigations for pile foundation on a deeply weathered granitic rock in Hong Kong", Bull. Int. Assoc. Eng. Geol., 32, 67-80. https://doi.org/10.1007/BF02594767
  19. Kim, S. and Park, H.D. (2003), "The relationship between physical and chemical weathering indices of granites around Seoul, Korea", Bull. Eng. Geol. Environ., 62, 207-212. https://doi.org/10.1007/s10064-003-0192-7
  20. Kim, J.H., Yoon, H.K. and Lee, J.S. (2011), "Void ratio estimation of soft soils using electrical resistivity cone probe", J. Geotech. Geoenviron. Eng., 137(1), 86-93. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000405
  21. Lee, S.G. and de Freitas, M.H. (1988), "Quantitative definition of highly weathered granite using the slake durability test", Geotechnique, 38(4), 635-640. https://doi.org/10.1680/geot.1988.38.4.635
  22. Lee, S.G. and de Freitas, M.H. (1989), "A revision of the description and classification of weathered granite and its application to granites in Korea", Q. J. Eng. Geol., 22(1), 31-48. https://doi.org/10.1144/GSL.QJEG.1989.022.01.03
  23. Lee, J.Y. and Santamarina, J.C. (2010), "Electrical resistivity tomography in cylindrical cells-Guidelines for hardware pre-design", Geotech. Test. J., 33(1), 23-32.
  24. Lumb, P. (1983), "Engineering properties of fresh and decomposed igneous rocks from Hong Kong", Eng. Geol., 19(2), 81-94. https://doi.org/10.1016/0013-7952(83)90027-3
  25. Mitchell, J.K. and Soga, K. (2005), Fundamentals of Soil Behavior, (3rd Ed.), John Wiley & Sons, NJ, USA.
  26. Oh, T.M., Cho, G.C. and Lee, C. (2014), "Effect of soil mineralogy and pore water chemistry on the electrical resistivity of saturated soils", J. Geotech. Geoenviron. Eng., 140(11), 06014012. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001175
  27. Olsson-Francis, K., Simpson, A.E., Wolff-Boenisch, D. and Cockell, C.S. (2012), "The effect of rock composition on cyanobacterial weathering of crystalline basalt and rhyolite", Geobiol., 10(5), 434-444. https://doi.org/10.1111/j.1472-4669.2012.00333.x
  28. Pasamehmetoglu, A.G., Karpuz, C. and Irfan, T.Y. (1981), "The weathering classification of Ankara andesites from rock mechanics point of view", Proceedings of International Symposium Weak Rocks, Volume 1, Tokyo, Japan, September, pp. 185-190.
  29. Raisbeck, D. (1973), "Strength parameters for weathered sandstone", N. Zealand Eng., 28(9), 254-260.
  30. Reiche, P. (1950), A Survey of Weathering Processes and Products, University of New Mexico Publications in Geology; Volume 3, University of New Mexico Press.
  31. Reitz, J.R., Milford, F.J. and Christy, R.W. (1979), Foundations of Electromagnetic Theory, (3rd Ed.), Addison-Wesley, MA, USA.
  32. Ryu, H.H., Cho, G.C., Sim, Y.J. and Lee, I.M. (2008), "Detection of anomalies in particulate materials using electrical resistivity survey - enhanced algorithm", Modern Phys. Lett. B., 22(11), 1093-1098. https://doi.org/10.1142/S0217984908015899
  33. Selby, M.J. (1993), Hillslope Materials and Processes, (2nd Ed.), Oxford University Press, Oxford, UK.
  34. Telford, W.M., Geldart, L.P., Sheriff, R.E. and Keys, D.A. (1990), Applied Geophysics, (2nd Ed.), Cambridge University Press, Cambridge, UK.
  35. Turk, N., Koca, M.Y., Yuzer, E., Qztas, T. and Erdogan, M. (1994), "Engineering geological problems of the first phase of the Izmir Metro", Proceedings of the 7th International IAEG Congress, Lisbon, Spain, September, pp. 4259-4264.
  36. Viles, H.A. (2013), "Linking weathering and rock slope instability: non-linear perspectives", Earth Surf. Proc. Land, 38(1), 62-70. https://doi.org/10.1002/esp.3294
  37. Winsauer, W.O., Shearing, H.M., Masson, Jr., P.H. and Willians, M. (1952), "Resistivity of brine-saturated sands in relation to pore geometry", Am. Assoc. Petrol. Geol. Bull., 36(2), 253-277.

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