Chapter
Feb 22, 2024

Experimental Design for Complex Resistivity Measurements of Unsaturated Soils: Application for Fouled Ballast

Publication: Geo-Congress 2024

ABSTRACT

Degradation of railroad ballast via ballast fouling is a persistent issue for the track structure. Ballast fouling (i.e., intrusion of materials passing the 3/8 sieve) compromises the integrity of the track system by reducing the shear strength and impeding drainage. This research seeks to understand the unsaturated characteristics of ballast fouling materials, including the electromagnetic properties, to further describe ballast aggregate and fouling particle interactions. There has been limited research in geotechnical engineering with complex electrical resistivity, yet it is used in geophysics to study bulk soil properties, particle to particle properties, biofilm formation, and biogeochemical processes. Although the use of this method has had a resurgence in geophysics, most studies are on fully saturated specimens. The objectives of this study were to establish the experimental methods for unsaturated complex resistivity measurements and to highlight the advantages of this measurement with ballast fouling materials. Measurements were conducted in a non-conducting acrylic box from 0.07 to 20 kHz with Cu-CuSO4 potential electrodes and three current electrode materials: copper, copper foam, and stainless steel. Results indicate that copper foam electrodes were the most optimal for unsaturated complex resistivity measurements. Also, ballast fouling materials were differentiable when fully saturated using complex resistivity, and a different response for each material can be measured at lower levels of saturation. All results were validated using the generalized Cole-Cole model and mean time constants. These findings are significant because the influence of saturation can make discerning different geomaterials in single frequency electrical resistivity measurements impossible. Thus, complex electrical resistivity measurements provide more information about geomaterials than traditional single frequency electrical resistivity measurements. The long-term goal of this research is to establish the unsaturated electromagnetic, suction, and strength characteristics of fouled ballast as a function of the fouling material and moisture content. This will improve our fundamental understanding of ballast degradation characteristics and non-destructive identification of fouled ballast in the field, and ultimately improve the performance and safety of the track structure.

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REFERENCES

Abdulsamad, F., Florsch, N., Schmutz, M., and Camerlynck, C. (2016). “Assessing the high frequency behavior of non-polarizable electrodes for spectral induced polarization measurements.” Journal of Applied Geophysics, 135, 449–455.
Ahmad Afip, I., Taib, S. N. L., Jusoff, K., and Afip, L. A. (2019). “Measurement of peat soil shear strength using Wenner four-point probes and vane shear strength methods.” International Journal of Geophysics, 2019.
Binley, A., and Slater, L. (2020). Resistivity and induced polarization: Theory and applications to the near-surface earth, Cambridge University Press.
Binley, A., Slater, L. D., Fukes, M., and Cassiani, G. (2005). “Relationship between spectral induced polarization and hydraulic properties of saturated and unsaturated sandstone.” Water resources research, 41(12).
Breede, K., Kemna, A., Esser, O., Zimmermann, E., Vereecken, H., and Huisman, J. (2012). “Spectral induced polarization measurements on variably saturated sand‐clay mixtures.” Near Surface Geophysics, 10(6), 479–489.
Cassiani, G., Kemna, A., Villa, A., and Zimmermann, E. (2009). “Spectral induced polarization for the characterization of free‐phase hydrocarbon contamination of sediments with low clay content.” Near Surface Geophysics, 7(5-6), 547–562.
Cole, K. S., and Cole, R. H. (1941). “Dispersion and absorption in dielectrics I. Alternating current characteristics.” The Journal of chemical physics, 9(4), 341–351.
Decker, J. B., Rollins, K. M., and Ellsworth, J. C. (2008). “Corrosion rate evaluation and prediction for piles based on long-term field performance.” Journal of geotechnical and geoenvironmental engineering, 134(3), 341–351.
Deo, R. N., and Cull, J. P. (2015). “Spectral induced polarization techniques in soil corrosivity assessments.” Geotechnical Testing Journal, 38(6), 965–977.
Everett, M. E. (2013). Near-surface applied geophysics, Cambridge University Press.
Florsch, N., Revil, A., and Camerlynck, C. (2014). “Inversion of generalized relaxation time distributions with optimized damping parameter.” Journal of Applied Geophysics, 109, 119–132.
Gao, Z., Haegel, F. H., Esser, O., Zimmermann, E., Vereecken, H., and Huisman, J. (2019). “Spectral induced polarization of biochar in variably saturated soil.” Vadose zone journal, 18(1), 1–13.
Jougnot, D., Ghorbani, A., Revil, A., Leroy, P., and Cosenza, P. (2010). “Spectral induced polarization of partially saturated clay-rocks: A mechanistic approach.” Geophysical Journal International, 180(1), 210–224.
Karim, M. Z., Tucker-Kulesza, S. E., and Bernhardt-Barry, M. (2019). “Electrical resistivity as a binary classifier for bridge scour evaluation.” Transportation Geotechnics, 19, 146–157.
Kemna, A., Binley, A., Cassiani, G., Niederleithinger, E., Revil, A., Slater, L., Williams, K. H., Orozco, A. F., Haegel, F. H., and Hördt, A. (2012). “An overview of the spectral induced polarization method for near‐surface applications.” Near Surface Geophysics, 10(6), 453–468.
Koehn, W. J., Tucker-Kulesza, S. E., and Steward, D. R. (2019). “Conceptualizing groundwater-surface water interactions within the Ogallala aquifer region using electrical resistivity imaging.” Journal of Environmental and Engineering Geophysics, 24(2), 185–199.
Kouchaki, B. M., Bernhardt-Barry, M. L., Wood, C. M., and Moody, T. (2018). “A laboratory investigation of factors influencing the electrical resistivity of different soil types.” Geotechnical Testing Journal(4), 829–853.
Kulesza, S., Barry, M. L., Feng, R., Radnor, W., and Parr, K. (2023). Unsaturated Characteristics of Fouled Ballast to Support In Situ Identification of Fouling Using Ground Penetrating Radar–Phase II. United States. Department of Transportation. Federal Railroad Administration.
Lesmes, D. P., and Morgan, F. D. (2001). “Dielectric spectroscopy of sedimentary rocks.” Journal of Geophysical Research: Solid Earth, 106(B7), 13329–13346.
Mendieta, A., Jougnot, D., Leroy, P., and Maineult, A. (2021). “Spectral Induced Polarization Characterization of Non‐Consolidated Clays for Varying Salinities—An Experimental Study.” Journal of Geophysical Research: Solid Earth, 126(4), e2020JB021125.
Nordsiek, S., and Weller, A. (2008). “A new approach to fitting induced-polarization spectra.” Geophysics, 73(6), F235–F245.
Parsons, R. L., Brady, Z. A., Walkenbach, T. N., Han, J., Kulesza, S., and Brennan, J. (2020). “Resistivity measurement of backfill for mechanically stabilized earth walls.” Journal of Materials in Civil Engineering, 32(3), 04019367.
Pelton, W. H. (1977). Interpretation of induced polarization and resistivity data. Ph. D. Thesis.
Romanoff, M. (1957). Underground corrosion, US Government Printing Office.
Saneiyan, S., Ntarlagiannis, D., and Colwell, F. (2021). “Complex conductivity signatures of microbial induced calcite precipitation, field and laboratory scales.” Geophysical Journal International, 224(3), 1811–1824.
Saneiyan, S., and Slater, L. (2021). “Complex conductivity signatures of compressive deformation and shear failure in soils.” Engineering Geology, 291, 106219.
Shao, Z., Revil, A., Mao, D., and Wang, D. (2017). “Induced polarization signature of coal seam fires.” Geophysical Journal International, 208(3), 1313–1331.
Ulrich, C., and Slater, L. (2004). “Induced polarization measurements on unsaturated, unconsolidated sands.” Geophysics, 69(3), 762–771.
Vanhala, H., and Soininen, H. (1995). “Laboratory technique for measurement of spectral induced polarization response of soil sampies1.” Geophysical prospecting, 43(5), 655–676.
Zimmermann, E., Kemna, A., Berwix, J., Glaas, W., Münch, H., and Huisman, J. (2008). “A high-accuracy impedance spectrometer for measuring sediments with low polarizability.” Measurement Science and Technology, 19(10), 105603.

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Go to Geo-Congress 2024
Geo-Congress 2024
Pages: 287 - 297

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Published online: Feb 22, 2024

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Kyle Parr, S.M.ASCE [email protected]
1Graduate Student, Dept. of Civil Engineering, Texas State Univ., San Marcos, TX. Email: [email protected]
Stacey E. Kulesza, Ph.D., P.E., M.ASCE [email protected]
2Associate Professor, Dept. of Civil Engineering, Texas State Univ., San Marcos, TX. Email: [email protected]

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