Skip to main content
Log in

Establishing the elastic characteristics of soil bases for calculations of the earthquake-resistance of pile foundations

  • Construction Under Special Soil Conditions
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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

Access this article

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

Instant access to the full article PDF.

Literature cited

  1. SNiP II-7-81 Building construction in seismic regions.

  2. Dynamic Calculation for Buildings and Structures. Handbook for Designers [in Russian], Stroiizdat (1984).

  3. I. Lysmar and R. Kuhlemeyer, "Finite dynamic model for infinite media," I. Eng. Mech. Div. Proc. ASCE, 95, EM4 (1969).

  4. V. Yu. Titov, "Use of the finite element method for solving problems of earthquake-resistance of structures interacting with the soil base," Seismostoikoe Stroitel'stvo, Nauchn.-Tekh. Ref. Sb. VNIIIS, Issue 11, 9–12 (1984).

    Google Scholar 

  5. SNiP 2.02.03-85. Pile foundations.

Download references

Author information

Authors and Affiliations

Authors

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 20–21, January–February, 1989.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Titov, V.Y., Uzdin, A.M. Establishing the elastic characteristics of soil bases for calculations of the earthquake-resistance of pile foundations. Soil Mech Found Eng 26, 18–20 (1989). https://doi.org/10.1007/BF02306231

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02306231

Keywords

Navigation