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Procedure for selection of the optimal method of installing foundations on permafrost

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

Abstract

The need for development of vertical sand drains arose at the experimental testing ground “Ol gino” in a suburb of Grounds are established for the applicability of a new criterion for selection of optimal design solutions, which is a composite of technical and economical characteristics. The procedure is based on probabilistic-statistical calculations of beds and foundations, and concretizes the regulatory requirement of the need for technicoeconomic comparison of alternate schemes.

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References

  1. Design Guidelines for Beds and Foundations on Permafrost [in Russian], Stroiizdat, Moscow (1980).

  2. Construction Rule and Regulation 2.02.04-88, Beds and Foundations on Permafrost [in Russian].

  3. L. N. Khrustalev, “Technicoeconomic calculation of the optimal depth of preconstruction thawing of permafrost beneath building,” Osn., Fundam. Mekh. Gruntov, No. 6, 19–22 (1979).

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  4. Recommendations for Selection of the Principle of the Use Permafrost as Foundation Beds for Buildings [in Russian], Nauchno-issledovatel'skii Institut Osnovanii i Podzemnykh Sooruzhenii, Moscow (1984).

  5. L. N. Khrustalev and G. P. Pustovoit, Probabilistic-statistical Bed Calculation for Buildings in the Cryolith Zone [in Russian] Nauka, Novosibrisk (1988).

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  6. V. V. Bolotin, Methods of Probability Theory and Reliability Theory in Structure Calculations [in Russian], Stroiizdat, Moscow (1983).

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  7. G. Shpete, Reliability of Structural Bearing Design [in Russian], Stroiizdat, Moscow (1994).

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  8. Construction Regulation 423-71, Instructions for Determination of the Economic Effectiveness of Capital Outlays for Construction [in Russian], Stroiizdat, Moscow (1979).

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Authors
  1. E. S. Maksimenko
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 19–22, November–December, 1998.

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Maksimenko, E.S. Procedure for selection of the optimal method of installing foundations on permafrost. Soil Mech Found Eng 35, 196–201 (1998). https://doi.org/10.1007/BF02465938

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  • DOI: https://doi.org/10.1007/BF02465938

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