Skip to main content
SpringerLink
Log in

Design of laterally loaded piles in a nonlinearly deformable bed

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

Conclusions

1. The computational method that we have proposed makes it possible to study the performance of the "pile-soil" system in the elastoplastic stage and investigate the behavior of piles and pile frames in all stages of loading — right up to failure.

2. Allowance for shear strains in the cross section enables us to reflect the stress-strain state of the "pile-soil" system more precisely and provide high serviceability to the pile beds.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Similar content being viewed by others

Literature cited

  1. M. I. Gorbunov-Posadov and T. A. Malikova, Design of Structures Founded on an Elastic Bed [in Russian], Stroiizdat, Moscow (1973).

    Google Scholar 

  2. A. I. Sapozhnikov, "Methods of computing pile beds subjected to the simultaneous action of vertical and lateral loads in the elastic and elastoplastic stages of soil and pile behavior," Methodological Instructions for Educational Research Work [in Russian], ATIRPKh, Astrakhan (1978).

    Google Scholar 

  3. B. P. Popov, "Application of uniformity analysis to experiments with test loads," in Engineering-Geologic Investigations for Water-Power Construction [in Russian], Vol. 11, Gosgeolizdat, Moscow (1950).

    Google Scholar 

  4. N. A. Tsytovich, Soil Mechanics, [in Russian], Vysshaya Shkola, Moscow (1973).

    Google Scholar 

  5. A. I. Sapozhnikov, "Effective methods of solving nonlinear equations for the static computation of designs operating in the elastoplastic stage," Information sheet of the Irkutsk Central Scientific and Technical Institute, No. 305–75, Irkutsk (1975).

  6. N. K. Snitko, Static and Dynamic Soil Pressure and Retaining-Wall Design [in Russian], Stroiizdat, Leningrad (1970).

    Google Scholar 

  7. H. Matlock and L. S. Reese, "Generalized solution for laterally loaded piles," Proc. Am. Soc. Civ. Eng.,10 (1960).

  8. A. I. Sapozhnikov, "On the need to consider shear strains in thin rods and plates founded on an elastic bed," in: Earthquake Resistance of Hydraulic and Coastal Harbor Structures [in Russian], Dal'morniiproekt, Vladivostok (1971).

    Google Scholar 

  9. Nin'mar Yanbu, "Method of computing settlements for various types of soils," Osn. Fundam. Mekh. Gruntov, No. 3 (1970).

  10. A. I. Sapozhnikov, Characteristic features of the dynamics of piers on reinforced-concrete shell piles from data on theoretical and experimental investigations, Material of the Seventh International Congress of the FIP, New York-Vladivostok (1974).

Download references

Authors
  1. A. I. Sapozhnikov
    View author publications

    You can also search for this author in PubMed Google Scholar

  2. Yu. V. Solgalov
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Astrakhan Technical Institute, RPKh. Far East Scientific-Research Institute for the Design and Planning of Marine Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, pp. 9–11, July–August, 1980.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Sapozhnikov, A.I., Solgalov, Y.V. Design of laterally loaded piles in a nonlinearly deformable bed. Soil Mech Found Eng 17, 134–139 (1980). https://doi.org/10.1007/BF01709824

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF01709824

Keywords

Search

Navigation