Soil Mechanics and Foundation Engineering

, Volume 28, Issue 1, pp 40–43 | Cite as

Consideration of soil discontinuities in the analysis of tapered piles under horizontal loading

  • A. B. Ogranovich
Soil Mechanics


Civil Engineer Structural Foundation Hydraulic Engineer Horizontal Loading Soil Discontinuity 
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Literature cited

  1. 1.
    A. B. Ogranovich, "Analysis of rigid tapered pile under horizontal loading in an elastic half-space," Stroit. Mekh. Raschet Sooruzh., No. 1, 7–9 (1989).Google Scholar
  2. 2.
    A. B. Ogranovich and M. I. Gorbunov-Posadov, "Analysis of foundation wall under a horizontal load taking into account the soil-base discontinuities," Osn., Fundam. Mekh. Gruntov, No. 3, 11–14 (1966).Google Scholar
  3. 3.
    R. Mindlin and D. Chen, "Concentrated force in elastic half-space," in: Mechanics. Collection of Abridged Translations, No. 4 (14), 118–141, IL, Moscow (1952).Google Scholar
  4. 4.
    S. Timoshenko and J. N. Goodier, Theory of Elasticity, McGraw-Hill, NY (1951).Google Scholar
  5. 5.
    A. B. Ogranovich, "Method of experimental determination of modulus of subgrade reaction for analysis of tapered piles under horizontal loading," Izv. Vyssh. Uchebn. Zaved. Ser. Stroit. Arkhit., No. 11, 121–123 (1989).Google Scholar

Copyright information

© Plenum Publishing Corporation 1991

Authors and Affiliations

  • A. B. Ogranovich
    • 1
  1. 1.Yakutsk State UniversityUSSR

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