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Determination of the Temperature Coefficient for Calculation of the Bearing Capacity of Permafrost Beds in a Changing Climate

  • Construction on Permafrost
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Soil Mechanics and Foundation Engineering Aims and scope

A procedure based on solution of the probabilistic-economic problem is presented for determination of the temperature coefficient in a changing climate. A table of temperature coefficients is presented for the pile supports of overhead transmission lines, antenna towers, and pipelines situated in regions of the cryolithozone, for which the climate-change scenario is known. The temperature of the permafrost is determined at the depth of zero annual thermal economies and the depth of seasonal thaw.

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References

  1. L. N. Khrustalev, A. V. Medvedev, and G. P. Pustovoit, “Multiyear changes in air temperature and stability of structures planned for the cryolithozone,” Kriosfera Zemli, 4, No. 3, 35–41 (2000).

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 14–16, January-February, 2013.

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Khrustalev, L.N., Emel’yanova, L.V. Determination of the Temperature Coefficient for Calculation of the Bearing Capacity of Permafrost Beds in a Changing Climate. Soil Mech Found Eng 50, 19–23 (2013). https://doi.org/10.1007/s11204-013-9204-1

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  • DOI: https://doi.org/10.1007/s11204-013-9204-1

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