1992
DOI: 10.1016/0735-1933(92)90064-o
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Development of correlations for soil thermal conductivity

Abstract: -Soil thermal conductivity is significantly influenced by saturation and dry density. In this paper, a family of empirical correlations are presented which relate soil thermal conductivity to saturation for five soil types, namely, gravel, sand, silt, clay and peat, in both the frozen and unfrozen states. These correlations were developed from a soil thermal conductivity database which was constructed from measured data available in the literature. The effects of dry density are also examined.

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Cited by 72 publications
(32 citation statements)
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“…Past studies focused on the effect of porosity on thermal conductivity for specific field locations or unimodal soils rather than soil mixtures. Soil type also affects l. Soils with relatively flat grain surfaces, such as silts and clays, have more contact points between grains and higher l than do more rounded particles like sands and gravels, which have smaller contact area and lower l (Becker et al, 1992). Grain size also affects l where coarse-grained materials often maintain a higher l than fine-grained materials (Al Nakshabandi and Kohnke, 1965;Côté and Konrad, 2009).…”
mentioning
confidence: 99%
“…Past studies focused on the effect of porosity on thermal conductivity for specific field locations or unimodal soils rather than soil mixtures. Soil type also affects l. Soils with relatively flat grain surfaces, such as silts and clays, have more contact points between grains and higher l than do more rounded particles like sands and gravels, which have smaller contact area and lower l (Becker et al, 1992). Grain size also affects l where coarse-grained materials often maintain a higher l than fine-grained materials (Al Nakshabandi and Kohnke, 1965;Côté and Konrad, 2009).…”
mentioning
confidence: 99%
“…(adapted after Becker et al, 1992;Becker and Fricke, 1997) Sundberg, 1988;Tarnawski and Leong, 2000) where ϕ q is the volume fraction of quartz, ϕ m is the volume fraction of other minerals, and ϕ s = ϕ q + ϕ m is the volume fraction of solids. Meanwhile coefficient C is highly correlated with the clay fraction, m c .…”
Section: Nomentioning
confidence: 98%
“…4 Becker et al (1992), Becker and Fricke (1997) Based on measured thermal conductivity data available in the literature, another empirical methodology was developed by Becker et al (1992). In this formula, a 1 , a 2 , a 3 and a 4 are coefficients dependent upon soil type in either the frozen or unfrozen state.…”
Section: Nomentioning
confidence: 99%
“…While in the early 1970s and 1980s the studies approached a experimental recognition of the thermo-physical behavior of the soil and underground [13], and thenceforth determined mathematical methods of predicting this behavior [14], in the late 1980s and 1990s accurate numerical models where developed and tested [14][15][16][17][18]. In more recent studies the researchers seek for optimizing performance of the systems, with solar assisted ground source heat pumps [19], more improved configurations [20][21][22], or testing more efficient sources like groundwater [22,23].…”
Section: Climate Conditions Depth and Soil Surface Temperaturementioning
confidence: 99%