Abstract
The present article proposes a mathematical model for calculating the temperature regime of foundation-bed soils for an industrial building, considering the operation of horizontal seasonal cooling mechanisms under challenging geocryological conditions. The model takes the following points into account: air temperature in the building, atmospheric air temperature, depth of placement, number of seasonal cooling mechanisms, and water filtration in the talik zone. The presented model can be used to calculate changes in soil temperature at the base of a building in order to ensure its stability.
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