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Design of piles for horizontal loading

  • Foundation Engineering
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Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. M. I. Gorbunov-Posadov, "Method for solving the combined problem of elastic theory and plasticity theory of soils," Osnovaniya, Fundamenty i Mekhan. Gruntov, No. 2 (1971).

  2. A. Z. Zarkhi, "Design of single pile for horizontal loading according to deformation conditions" Trudy LIIVT, No. 26 (1959).

  3. V. N. Golubkov, Bearing Capacity of Piled Foundations [in Russian], Mashstroiizdat, Moscow (1950).

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  4. V. S. Mironov, "Experimental investigation of resistance of single piles to horizontal loading," Izv. Vuzov. Stroitel'stvo i Arkhitektura, No. 1 (1964).

  5. S. P. Gorbatov, "Horizontal-loading tests on steel hollow piles," Geotechnical Problems, Collection No. 6 [in Russian], Dnepropetrovsk Institute of Railroad Transport Engineers (DIIT) (1963).

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  7. J. Korisel, Fondations Profondes en Milieux Sableux: Variation de la Densité, de la Profondeur, ru Diametre et de la Vitesse d'Enforcement, Proc. 5th Int. Conf. on Soil Mech. and Found. Eng., Vol. 11, Paris (1961).

  8. W. Teng et al., "Design of steel pile foundations for transmission towers," Trans. IEEE on Power Apparatus and Systems,89, No. 3 (1970).

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Authors
  1. N. V. Solov'ev
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  2. A. I. Kurnosov
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  3. E. I. Baranov
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Additional information

Leningrad. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 14–16, September–October, 1974.

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Solov'ev, N.V., Kurnosov, A.I. & Baranov, E.I. Design of piles for horizontal loading. Soil Mech Found Eng 11, 296–299 (1974). https://doi.org/10.1007/BF01705567

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  • DOI: https://doi.org/10.1007/BF01705567

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