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Increase of bearing capacity of short piles with time

  • Soil Mechanics
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. A. A. Bartolomei, Experience with the Application of Pile Foundations in the City of Perm', and Methods Used for Their Economic Design [in Russian]; Papers of Conference Seminar on Exchange of Design and Constructional Experience in Pile Foundations (1966).

  2. B. V. Bakholdin and S. I. Borodavchenko, Determination of Pile Bearing Capacity from Data Yielded by Their Supplementary Driving by Diesel Hammers, ibid.

  3. I. V. Finaev, Increase of Bearing Capacity of Driven Piles with Time, ibid.

  4. G. F. Novozhilov, "Increase of bearing capacity of single piles," Osnovaniya, Fundamenty, i Mekhan. Gruntov, No. 2 (1966).

  5. A. E. Radugin, "Investigation of effect of ‘resting’ piles, on their bearing capacity," Osnovaniya, Fundamenty, i Mekhan. Gruntov, No. 6 (1966).

  6. V. F. Yares'ko, et al., Progressive Thin-Walled Broad-Vaned Piles [in Russian], Perm' (1965).

  7. H. Seed and L. Rees, "The action of soft clay along friction piles," Proc. ASCE,81 (1955).

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Ryazan'. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 16–19, March–April, 1969.

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Radugin, A.E. Increase of bearing capacity of short piles with time. Soil Mech Found Eng 6, 103–107 (1969). https://doi.org/10.1007/BF01704404

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  • DOI: https://doi.org/10.1007/BF01704404

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