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Stresses in a pile subjected to impact loads through an elastic cushioning block

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. B. V. Bakholdin, "On driving stresses in piles," Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2 (1967).

  2. N. M. Gersevanov, "The theory of longitudinal impact and its application to pile resistance evaluation," Collected Works [in Russian], Vol. 1, Stroivoenmorizdat (1948).

  3. A. I. Mavrin, "Theory of shock loading of piles," Izv. Vuzov Stroitel'stvo i Arkhitektura, No. 8 (1967).

  4. O. Ya. Shekhter, "The effect of elastic and deformational soil reactions on wave propagation in an elastic, semi-infinite bar," Sb. No. 55, NII Osnovanii, Osnovaniya i Fundamenty, Stroiizdat (1964).

  5. M. E. Young, "Piledriving gets a broad and intensive probing," Engineering News Record,168, No. 15 (1962).

  6. S. P. Timoshenko, Vibrations in Engineering Practice [in Russian], Nauka (1967).

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Authors
  1. B. I. Didukh
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  2. D. A. Trifonov-Yakovlev
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 4–6, May–June, 1970.

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Didukh, B.I., Trifonov-Yakovlev, D.A. Stresses in a pile subjected to impact loads through an elastic cushioning block. Soil Mech Found Eng 7, 158–161 (1970). https://doi.org/10.1007/BF01704622

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  • DOI: https://doi.org/10.1007/BF01704622

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