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Stability of shallow substructures under the conditions of deep seasonal freezing

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. B. I. Dalmatov and V. I. Karpov, Stability of Substructures in Clay Grounds Seasonally Frozen, SME, No. 4 (1963).

  2. N. A. Tolkachev, Experimental Studies of the Normal Ground Heaving Stresses, Sborn. No. 52 NII Osnovanii, "Prevention of frost heaving in the ground and of its damaging effect on the substructures," Gosstroiizdat (1963).

  3. V. B. Shvets, Shallow Substructures in the Urals, Sredne-Ural'skoe Knizhn. Izd. (1965).

  4. B. N. Mel'nikov, "Experimental studies of the stability of shallow substructures in frozen clay grounds." SME, No. 2 (1967).

  5. Instructions of Designing and Erecting Low-Load Substructures in Heaving Grounds. NII Osnovanii, Stroiizdat (1964).

  6. V. G. Berezantsev, Ground Resistance to Local Load at Consistently Below-Zero Temperatures, Materialy po Laborat. Issled. Merzlykh Gruntov. Izd. Akad. Nauk SSSR (1953).

  7. SNiP P-B. 6–68 (Construction Standards and Regulations. Safety Regulations 6–68), Foundations and Substructures for Buildings and Structures on Permafrost Grounds, Stroiizdat (1966).

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Sverdlovsk. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 13–16, March–April, 1969.

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Shvets, V.B., Mel'nikov, B.N. Stability of shallow substructures under the conditions of deep seasonal freezing. Soil Mech Found Eng 6, 99–102 (1969). https://doi.org/10.1007/BF01704403

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  • DOI: https://doi.org/10.1007/BF01704403

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