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Computation of permafrost temperature regime during foundation installation using high-pressure water jets

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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. D. I. Fedorovich, Yu. O. Targulyan, V. K. Shchelokov, D. P. Vysotskii, and V. S. Neklyudov, Foundations on a natural bed during construction on plastic-frozen soils, Experience with the Construction of Beds and Foundations on Permafrost: Theses of Papers [in Russian], Vorkuta (1981), pp. 157–159.

  2. D. I. Fedorovich, Yu. O. Targulyan, V. K. Shchelokov, and V. S. Neklyudov, On improving the effectiveness of foundation construction on permafrost, Proceedings of the Scientifi-Research Institute of Foundations and Underground Structures [in Russian], No. 75 (1981), pp. 61–69.

  3. L. R. Petrosyan and V. D. Mosin, "Breakdown of frozen soils by high-pressure water jets during the installation of pits and trenches," Osn., Fundam. Mekh. Gruntov, No. 5, 25–27 (1985).

  4. A. I. Pekhovich and V. M. Zhidkikh, Computations of the Thermal Regime of Solids [in Russian], Energiya, Leningrad (1976).

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  5. G. V. Porkhaev, Thermal Interaction between Buildings and Structures and Permafrost [in Russian], Nauka, Moscow (1970).

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Scientific-Research Institute of Foundations and Underground Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 24–26, November–December, 1987.

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Mosin, V.D. Computation of permafrost temperature regime during foundation installation using high-pressure water jets. Soil Mech Found Eng 24, 248–252 (1987). https://doi.org/10.1007/BF01707272

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  • DOI: https://doi.org/10.1007/BF01707272

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