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The Influence of Nonstationary Temperature Fields in a Permafrost Zone on Foundation Basements

  • CONSTRUCTION ON PERMAFROST
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Soil Mechanics and Foundation Engineering Aims and scope

Questions of mathematical modeling and computer experiments on the compilation of a prediction of variations in the temperature conditions of permafrost soils in the basements of buildings and structures are considered. Through the use of the proposed solutions it is possible to perform nonstationary thermal calculations of soils and basements in order to adopt design decisions that will assure the stability and operational reliability of the basements and foundations of structures.

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References

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  9. N. I. Sidnyaev, A. A. Fedotov, P. V. Khrapov, et al., A method of predicting a variation in the temperature conditions of permafrost soils and in the foundations of buildings and structures in a permafrost zone, in: Proc. Fourth Conference of Permafrost Researchers [in Russian], Moscow, Russia (2011), pp. 334-341.

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Authors and Affiliations

  1. Bauman State Technical University, Moscow, Russia

    N. I. Sidnyaev & Yu. S. Il’ina

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  1. N. I. Sidnyaev
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  2. Yu. S. Il’ina
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 25-30, May-June, 2015.

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Sidnyaev, N.I., Il’ina, Y.S. The Influence of Nonstationary Temperature Fields in a Permafrost Zone on Foundation Basements. Soil Mech Found Eng 52, 163–170 (2015). https://doi.org/10.1007/s11204-015-9323-y

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  • DOI: https://doi.org/10.1007/s11204-015-9323-y

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