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Selection of a pile hammer with consideration of the elastic properties of the soil and pile size

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

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Literature cited

  1. P. R. Tikunov, Determination of Pile Resistance Based on Driving Data with Consideration of Elastic Deformations of Soil and Pile. Collection No. 36 of the Research Institute of Foundation Bases. Artificial Foundation Bases of Structures [in Russian], Gosstroiizdat (1959).

  2. G. A. Rusanov, Determination of Pile Resistances by the Dynamic Method with Consideration of Elastic Strains [in Russian], NIIMosstroi (1958).

  3. V. V. Krechmer, Investigation of the Strength of Reinforced-Concrete Piles during Driving. Piles and Natural Foundations. Collection No. 10 of Transactions of the Research Department of the Excavation-Works Trust [in Russian] (1939).

  4. D. D. Barkan, Dynamics of Bases and Foundations [in Russian], Moscow (1948).

  5. SNiP II-B.5-62. Driven-Pile Foundations [in Russian], Gostroiizdat (1962).

  6. G. Ya. Klebanov, Selecting the Basic Parameters of Diesel Hammers [in Russian], Stroitel'noe i dorozhnoe mashinostroenie, No. 7 (1960).

  7. A. Hiley, Pile driving calculation, Struct. Engineer, Vol. 8, No. 7–8 (1930).

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Authors
  1. B. V. Goncharov
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  2. A. Kh. Enikeev
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 13–16, November–December, 1965.

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Goncharov, B.V., Enikeev, A.K. Selection of a pile hammer with consideration of the elastic properties of the soil and pile size. Soil Mech Found Eng 2, 346–351 (1965). https://doi.org/10.1007/BF01704865

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  • DOI: https://doi.org/10.1007/BF01704865

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