A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Prediction of Temperature-Controlled Regimes of Foundation-Bed Soils in the Cryolithic Zone
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.
Prediction of Temperature-Controlled Regimes of Foundation-Bed Soils in the Cryolithic Zone
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.
Prediction of Temperature-Controlled Regimes of Foundation-Bed Soils in the Cryolithic Zone
Khokholov, Yu. A. (author) / Kaimonov, M. V. (author)
2020
Article (Journal)
Electronic Resource
English
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
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