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Determination of settlement due to thawing out of permafrost soil

  • Construction Under Special Soil Conditions
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. M. N. Gol'dshtein, Deformations of an Earth Bed and Structure Foundations due to Freezing and Thawing [in Russian], Transzheldorizdat, Moscow (1948).

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  2. A. M. Pchelintsev, "Prediction of settlement due to thawing of permafrost soils," Trans. Igarsk Permafrost Scientific-Research Station, No. 1 (1954).

  3. F. G. Bakulin and V. F. Zhukov, "Deformation of frozen dispersive soils on thawing," Izv. Akad. Nauk SSSR, Otd. Tekh. Nauk, No. 7 (1955).

  4. M. F. Kiselev, Computation of Settlement of Foundations on Thawing Base Soils [in Russian], Gosstroiizdat Moscow (1957).

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  5. I. N. Votyakov, "Variation of thawing and consolidation coefficient for frozen soils, with water content," in: Investigations of Permafrost in the Yakut Republic, Izd. Akad. Nauk SSSR, No. 3 (1952).

  6. Construction Norms and Regulations (SNiP) II-18-76, Bases and Foundations on Permafrost Soils. Design Standards [in Russian], Stroiizdat, Moscow (1977).

  7. SNiP II-B.6-66, Bases and Foundations of Buildings and Structures on Permafrost Soils. Design Standards [in Russian], Stroiizdat, Moscow (1967).

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Authors
  1. V. D. Ponomarev
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  2. V. A. Sorokin
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  3. Yu. G. Fedoseev
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Additional information

Siberian Branch of the Scientific-Research Institute of Foundation Engineering. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 17–19, November–December, 1979.

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Ponomarev, V.D., Sorokin, V.A. & Fedoseev, Y.G. Determination of settlement due to thawing out of permafrost soil. Soil Mech Found Eng 16, 328–331 (1979). https://doi.org/10.1007/BF01710325

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  • DOI: https://doi.org/10.1007/BF01710325

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