DOI QR코드

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Application of electrical resistivity for assessing characterizations of frozen and unfrozen soils

  • Dae-Hong Min (Department of Construction and Disaster Prevention Engineering, Daejeon University) ;
  • Hyung-Koo Yoon (Department of Construction and Disaster Prevention Engineering, Daejeon University)
  • 투고 : 2024.04.15
  • 심사 : 2024.07.16
  • 발행 : 2024.07.25

초록

Permafrost refers to the condition where the ground is frozen. It is crucial to review and evaluate the ground's characteristics before construction. In this study, electrical resistivity surveying is chosen as the investigative technique to apply and illustrate the results on the state of permafrost ground and to summarize its applicability. Field experiments are conducted in the Yeoncheon area of South Korea, which has a freezing index of 522.6°C·days. The target area is categorized into two ground conditions: the first where the original ground freezes, and the second involves excavating the original ground up to a depth of 3 meters, backfilling it, and then artificially injecting fluid. Thus, frozen ground conditions are simulated under both natural and artificial circumstances. Electrical resistivity surveys are performed under both above-freezing and sub-zero temperature conditions, with the experiments conducted at sub-zero temperatures revealing relatively more high-resistivity zones due to the temperature conditions. In this area, the distribution of soil moisture content is also investigated using the Time Domain Reflectometry (TDR) technique. It is observed that the ground into which water is artificially injected had a relatively higher moisture content, although the difference is minor. Finally, a 3D map of the target ground is constructed based on the measured electrical resistivity values, and through this, the distribution of porosity, a crucial design parameter, is also depicted. This research demonstrates that the electrical resistivity technique can effectively evaluate the state of frozen and unfrozen ground and further suggests that it can detailed extract the characteristics of the target ground.

키워드

과제정보

This research was supported by the Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (NRF-2020R1A2C2012113).

참고문헌

  1. Archie, G.E. (1942), "The electrical resistivity log as an aid in determining some reservoir characteristics", T. Am. Inst. Mech. Engineers, 146, 54-67. https://doi.org /10.2118/942054-G.
  2. Byun, Y.H., Hong, W.T. and Yoon, H.K. (2019), "Characterization of cementation factor of unconsolidated granular materials through time domain reflectometry with variable saturated conditions", Materials, 12(8), 1340. https://doi.org/10.3390/ma12081340.
  3. Byun, Y.H., Yoon, H.K., Kim, Y.S., Hong, S.S. and Lee, J.S. (2014), "Active layer characterization by instrumented dynamic cone penetrometer in Ny-Alesund, Svalbard", Cold Reg. Sci. Technol., 104, 45-53. https://doi.org/10.1016/j.coldregions.2014.04.003.
  4. Carothers, J.E. (1968), "A statistical study of the formation factor relation", Log Anal., 9, 13-20.
  5. Cheng, S., Wang, Q., Fu, H., Wang, J., Han, Y., Shen, J. and Lin, S. (2021), "Effect of freeze-thaw cycles on the mechanical properties and constitutive model of saline soil", Geomech. Eng., 27(4), 309-322. https://doi.org/10.12989/gae.2021.27.4.309.
  6. Fortier, R., LeBlanc, A.M., Allard, M., Buteau, S. and Calmels, F. (2008), "Internal structure and conditions of permafrost mounds at Umiujaq in Nunavik, Canada, inferred from field investigation and electrical resistivity tomography", Can. J. Earth Sci., 45(3), 367-387. https://doi.org/10.1139/E08-004.
  7. Hauck, C. and Kneisel, C. (2006), "Application of capacitively-coupled and DC electrical resistivity imaging for mountain permafrost studies", Permafrost and Periglacial Processes, 17(2), 169-177. https://doi.org/10.1002. https://doi.org/10.1002
  8. Jung, S.H., Yoon, H.K. and Lee, J.S. (2015), "Effects of temperature compensation on electrical resistivity during subsurface characterization", Acta Geotechnica, 10(2), 275-287. https://doi.org/10.1007/s11440-014-0301-8.
  9. Kang, M., Kim, S., Lee, J. and Choi, H. (2022), "FE model of electrical resistivity survey for mixed ground prediction ahead of a TBM tunnel face", Geomech. Eng., 29(3), 301-310. https://doi.org/10.12989/gae.2022.29.3.301.
  10. Keller, G.V. and Frischknecht, F.C. (1966), "Electrical methods in geophysical prospecting",. https://doi.org/10.1016/S0076-695X(08)60601-8.
  11. Kneisel, C., Hauck, C., Fortier, R. and Moorman, B. (2008), "Advances in geophysical methods for permafrost investigations", Permafrost and periglacial processes, 19(2), 157-178. https://doi.org/10.1002. https://doi.org/10.1002
  12. Lee, J.S., Park, J., Kim, J. and Yoon, H.K. (2022), "Study of oversampling algorithms for soil classifications by field velocity resistivity probe", Geomech. Eng., 30(3), 247-258. https://doi.org/10.12989/gae.2022.30.3.247
  13. Marrah, M.Y., Fall, M. and Almansour, H. (2023), "Numerical simulation of ground thermal response in Canadian seasonal frost regions to climate warming", Int. J. Geo-Eng., 14(1), 16. https://doi.org/10.1186/s40703-023-00196-9.
  14. Olabode, O.P. and San, L.H. (2023). Analysis of soil electrical resistivity and hydraulic conductivity relationship for characterization of lithology inducing slope instability in residual soil", Int. J. Geo-Eng., 14(1), 7. https://doi.org/10.1186/s40703-023-00184-z.
  15. Park, C.H., Byun, J.H., Won, K.S., Cho, H.T. and Yoon, H.K. (2017), "Characterization of alluvium soil using geophysical and sounding methods", Mar. Georesour. Geotec., 35(1), 127-135. https://doi.org/10.1080/1064119X.2015.1114545.
  16. Shwan, B.J. (2023), "Microstructural interpretation of effective stress equations for unsaturated sands", Int. J. Geo-Eng., 14(1), 4. https://doi.org/10.1186/s40703-022-00181-8.
  17. Song, S.Y., Kim, B., Cho, A., Jeong, J., Lee, D. and Nam, M.J. (2023), "Electrical resistivity survey and interpretation considering excavation effects for the detection of loose ground in urban area", Geomech. Eng., 35(2), 109-119. https://doi.org/10.12989/gae.2023.35.2.109.
  18. Tang, L., Du, Y., Liu, L., Jin, L., Yang, L.. and, & Li, G. (2020), "Effect mechanism of unfrozen water on the frozen soil-structure interface during the freezing-thawing process", Geomech. Eng., 22(3), 245-254. https://doi.org/10.12989/gae.2020.22.3.245.
  19. Wang, T., Zhou, G., Wang, J. and Wang, D. (2020), "Impact of spatial variability of geotechnical properties on uncertain settlement of frozen soil foundation around an oil pipeline", Geomech. Eng., 20(1), 19-28. https://doi.org/10.12989/gae.2020.20.1.019.
  20. Zamani, S., Lajevardi, S.H., Yarivand, A. and Zeighami, E. (2023), "Experimental study of the behavior of square footing on reinforced sand with treated geotextile.", Int. J. Geo-Eng., 14(1), 19. https://doi.org/10.1186/s40703-023-00195-w.