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Increasing the drill rate of holes and shortening the time required to freeze-in piles using a vibratory steam leader

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

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Literature cited

  1. G. V. Porkhaev, Yu. O. Targulyan, and A. A. Kolesov, "Pile embedment in permafrost with holes opened by a vibratory steam leader," Osn., Fundam. Mekh. Gruntov, No. 3, 12–14 (1977).

  2. O. A. Savinov and A. Ya. Luskin, Vibration Method of Pile Embedment and Its Application in Construction [in Russian], Gosstroiizdat, Leningrad (1960).

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  3. F. Ya. Novikov and M. R. Gokhman, "Moisture transport in thawing clayey soils beyond the enclosures of underground structures," Proceedings of the Scientific-Research Institute of Bases and Underground Structures [in Russian], No. 66 (1977), pp. 106–116.

  4. F. Ya. Novikov and M. R. Gokhman, "Computation of moisture variation in thawing clayey soils beyond bearing walls," Proceedings of the Scientific-Research Institute of Foundations and Underground Structures [in Russian], No. 71 (1980), pp. 142–148.

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

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Scientific-Research Institute of Bases Underground Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 20–23, May–June, 1986.

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Gokhman, M.R., Targulyan, Y.O. & Vysotskii, D.P. Increasing the drill rate of holes and shortening the time required to freeze-in piles using a vibratory steam leader. Soil Mech Found Eng 23, 103–108 (1986). https://doi.org/10.1007/BF01717841

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  • DOI: https://doi.org/10.1007/BF01717841

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