ABSTRACT

With the accelerating rate of global warming, seasonally frozen ground has been an emerging issue in the Northern Hemisphere. The freeze-thaw cycling of frozen soils is known to be the cause of various engineering failures of infrastructure in cold regions. To better conduct construction in cold regions, ground investigations on soil profile distribution and properties of frozen soils are essential. Researchers found that electrical resistivity method outperforms traditional ground surveying methods in frozen soils for their greater convenience and cost-effectiveness. However, detailed investigation into the relationship between electrical resistivity of soil and a variety of soil properties, especially properties related to the freeze-thaw process, is still needed. In this study, a series of laboratory experiments are conducted to determine the relationship between soil electrical resistivity and soil geotechnical properties such as initial water content, bulk density, and pore fluid concentration under freeze-thaw conditions. Manually prepared soil samples undergo artificial freeze-thaw cycles, and electrical resistivity and temperature values are recorded simultaneously. Measurement results are summarized for curve fitting, and a statistical model showing relationship between electrical resistivity and temperature during freezing and thawing is given. When the temperature was above the freezing point, resistivity has a linear relationship with temperature on a semi-logarithmic plot; when the temperature was below the freezing point, resistivity has a parabolic relationship with temperature on a semi-logarithmic plot. Result patterns during freezing are also different from those during thawing. Impacts from other soil properties are also incorporated in the model through optimization methods. Theoretical basis of the relationships is discussed to reveal changes in the structure of coils at different stages of freeze-thaw cycling. The findings of this study are expected to enhance understandings of frozen soil structure and geophysical surveying in cold regions.

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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 183 - 192

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Published online: Mar 23, 2023

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1Center for Research and Education in Advanced Transportation Engineering Systems, Dept. of Civil and Environmental Engineering, Rowan Univ., Glassboro, NJ. Email: [email protected]
Cheng Zhu, Ph.D. [email protected]
2Center for Research and Education in Advanced Transportation Engineering Systems, Dept. of Civil and Environmental Engineering, Rowan Univ., Glassboro, NJ. Email: [email protected]
John Schmalzel, Ph.D. [email protected]
3Dept. of Electrical and Computer Engineering, Rowan Univ., Glassboro, NJ. Email: [email protected]
Benjamin Barrowes, Ph.D. [email protected]
4Cold Regions Research and Engineering Laboratory, US Army Engineer Research and Development Center, Hanover, NH. Email: [email protected]
Danney Glaser [email protected]
5Cold Regions Research and Engineering Laboratory, US Army Engineer Research and Development Center, Hanover, NH. Email: [email protected]
Michele Maxson [email protected]
6Cold Regions Research and Engineering Laboratory, US Army Engineer Research and Development Center, Hanover, NH. Email: [email protected]
Wade Lein, Ph.D. [email protected]
7Cold Regions Research and Engineering Laboratory, US Army Engineer Research and Development Center, Hanover, NH. Email: [email protected]

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