Effect of temperature on electrical conductivity of soils-Role of surface conduction

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초록

Temperature has a significant effect on the bulk electrical conductivity (sigma b) of soils because fluid properties, such as viscosity, which affect sigma b, are functions of temperature. The governing mechanisms between pore water conduction (Kw) and surface conduction (Ks) in terms of temperature dependency are completely different. Thus, soils with a higher relevance of Ks can exhibit a different temperature dependency of sigma b when compared to Kw -dominant soils. Therefore, in this study, we aim to determine the temperature compensation parameter (alpha) of sigma b of soils as a function of the ratio of Ks to sigma b. Silica sand and kaolin clay were selected as the Kw- and Ks-dominant materials, respectively. The electrical conductivity of tested materials with varying initial porosities and pore fluid concentrations was measured as a function of temperature in the range of 10 degrees C to 50 degrees C. The results of this study showed that Kw-dominant soils have an alpha value of approximately 2%/degrees C, whereas the alpha value of Ks -dominant soils ranges from 1%/degrees C to 2%/degrees C as a function of porosity and pore water conductivity. The experimentally determined alpha value was compared with the alpha value calculated from the theoretical series-parallel model. Additionally, an empirical model to capture the alpha value of soils with varying magnitudes of Ks and Kw was suggested. Finally, the suggested model was verified using the results of Korean residual soil (i.e., clayey sand) and two other clayey soils (i.e., kaolin and ca-bentonite clays).

키워드

Electrical conductivityTemperature compensation parameterSurface conductionPore water conductionSeries -parallel modelPORE-WATER CONDUCTIVITYARCHIES LAWRESISTIVITYTORTUOSITYIMPACT
제목
Effect of temperature on electrical conductivity of soils-Role of surface conduction
저자
Ko, HyojungChoo, HyunwookJi, Koochul
DOI
10.1016/j.enggeo.2023.107147
발행일
2023-08
유형
Article
저널명
Engineering Geology
321