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Possibility of increasing pile driving speed by use of two-mass hammer

  • Foundation Engineering
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. P. L. Ivanov, Rarefaction of Sand Soils [in Russian], Gosénergoizdat, Moscow-Leningrad (1962).

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  2. E. M. Perlei, "Investigation of bearing capacity of vibration-driven piles," Author's Abstract of Candidate's Dissertation, Kalinin Leningrad Polytechnic Institute (1964).

  3. L. R. Stavnitser, Yu. R. Perkov, V. M. Shaevich, and L. N. Mineev, Inventor's Certificate No. 226917, Byull. Izobret., No. 29 (1968).

  4. B. V. Bakholding and N. M. Bol'shakov, "Investigation of stress conditions of clays under pile driving," Osn. Fundam. Mekh. Gruntov, No. 5 (1973).

  5. V. M. Shaevich, "Investigation of soil front resistance to dynamic driving of piles," Author's Abstract of Candidate's Dissertation, Scientific-Research Institute of Bases and Underground Structures (1971).

  6. Yu. I. Vasil'evskii, "Model investigations of stress conditions of piles during driving," Izv. Vyssh. Uchebn. Zaved., Stroit. Arkhit., No. 7 (1970).

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Authors
  1. O. P. Minaev
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Additional information

B. E. Vedeneev VNIIG Institute. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 14–16, March–April, 1985.

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Minaev, O.P. Possibility of increasing pile driving speed by use of two-mass hammer. Soil Mech Found Eng 22, 56–60 (1985). https://doi.org/10.1007/BF01711022

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  • DOI: https://doi.org/10.1007/BF01711022

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