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Publicité

M. R. Gokhman

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Fedorovich, D. I. / Shchelokov, V. K. / Gokhman, M. R. (1981): Refinement of calculations of the depth of thawing of permafrost under buildings and structures according to SNiP II-18-76. Dans: Soil Mechanics and Foundation Engineering, v. 18, n. 1 (janvier 1981).

    https://doi.org/10.1007/bf01711058

  2. Petrosyan, L. R. / Gokhman, M. R. / Rotaru, I. V. (1984): Resistance of frozen soils to disintegration under high-pressure hydraulic jets. Dans: Soil Mechanics and Foundation Engineering, v. 21, n. 3 (mai 1984).

    https://doi.org/10.1007/bf01710278

  3. Shchelokov, V. K. / Gokhman, M. R. / Petrov, V. V. (1984): Construction characteristics of greenhouse bases and foundations on permafrost soils. Dans: Soil Mechanics and Foundation Engineering, v. 21, n. 5 (septembre 1984).

    https://doi.org/10.1007/bf01711767

  4. Fedorovich, D. I. / Gokhman, M. R. (1985): More precise definition of computed permafrost temperatures in the beds of buildings and structures. Dans: Soil Mechanics and Foundation Engineering, v. 22, n. 5 (septembre 1985).

    https://doi.org/10.1007/bf01711562

  5. Gokhman, M. R. / Shchelokov, V. K. (1985): Analysis of conservation of building soil bases in permafrost state (in conformity with chapter SNiP II-18-76 and its guide). Dans: Soil Mechanics and Foundation Engineering, v. 22, n. 1 (janvier 1985).

    https://doi.org/10.1007/bf01711202

  6. Gokhman, M. R. / Targulyan, Yu. O. / Vysotskii, D. P. (1986): Increasing the drill rate of holes and shortening the time required to freeze-in piles using a vibratory steam leader. Dans: Soil Mechanics and Foundation Engineering, v. 23, n. 3 (mai 1986).

    https://doi.org/10.1007/bf01717841

  7. Targulyan, Yu. O. / Gokhman, M. R. / Fedorovich, D. I. / Neklyudov, V. S. (1994): Improvement of methods of constructing pile foundations in permafrost soils. Dans: Soil Mechanics and Foundation Engineering, v. 31, n. 4 (juillet 1994).

    https://doi.org/10.1007/bf02336724

  8. Gokhman, M. R. (1993): Determination of analytical temperatures of saline clayey soils taking into account the phase conversions of soil moisture in the below-freezing temperature spectrum. Dans: Soil Mechanics and Foundation Engineering, v. 30, n. 1 (janvier 1993).

    https://doi.org/10.1007/bf01743530

  9. Gokhman, M. R. (1983): Temperature regime of permafrost in the bed of a gas pipeline. Dans: Soil Mechanics and Foundation Engineering, v. 20, n. 6 (novembre 1983).

    https://doi.org/10.1007/bf01716394

  10. Gokhman, M. R. (1987): Nonsteady computed temperatures of the permafrost beds of structures with a cold basement. Dans: Soil Mechanics and Foundation Engineering, v. 24, n. 5 (septembre 1987).

    https://doi.org/10.1007/bf01787143

  11. Gokhman, M. R. (1988): Heat-engineering calculation of permafrost bases of buildings and structures with the use of the corner point method. Dans: Soil Mechanics and Foundation Engineering, v. 25, n. 4 (juillet 1988).

    https://doi.org/10.1007/bf01709227

  12. Gokhman, M. R. / Fedorovich, D. I. (1989): Determination of design permafrost temperatures in termination zone of anchors used to strengthen underground pipelines. Dans: Soil Mechanics and Foundation Engineering, v. 26, n. 6 (novembre 1989).

    https://doi.org/10.1007/bf02309485

  13. Gokhman, M. R. / Ivanov, M. M. (1990): Analysis of temperature regime of permafrost bases of structures with cold cellars taking into account their preliminary cooling. Dans: Soil Mechanics and Foundation Engineering, v. 27, n. 5 (septembre 1990).

    https://doi.org/10.1007/bf02309516

  14. Gokhman, M. R. / Fedorovich, D. I. / Targulyan, Yu. O. (1991): Prediction of attainment of bearing capacity of piles sunk by combined method. Dans: Soil Mechanics and Foundation Engineering, v. 28, n. 4 (juillet 1991).

    https://doi.org/10.1007/bf02305704

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