Abstract
A procedure is described for the analytical bed design of a building constructed with the freezing of soils directly on foundations with thermosiphons. The condition whereby the combination of resisting forces is not exceeded by the heaving forces is analyzed as a stability condition.
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Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 26–30, January–February, 1997.
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Maksimenko, E.S. Bed design for a building constructed with local freezing of soils. Soil Mech Found Eng 34, 28–33 (1997). https://doi.org/10.1007/BF02465087
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DOI: https://doi.org/10.1007/BF02465087