Skip to main content
SpringerLink
Log in

Construction of foundations of buildings of moderate height on ground subject to heaving

  • Construction In 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

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

Literature cited

  1. SNiP II-B.1-62, Bases of Buildings and Installations [in Russian], Gosstroiizdat (1962).

  2. Instructions for the Planning and Construction of Foundations Subjected to Low Loads in Heaving Ground [in Russian], Gosstroiizdat (1963).

  3. Instructions for the Planning and Construction of Foundations and Cellars of Buildings in Clay Soil by the Draining Interlayer Method [in Russian], Gosstroiizdat (1963).

  4. V. I. Fedorov, Damp in clay soils under buildings [in Russian], Osnovaniya, Fundamenty i Mekhanika Gruntov (1960), No. 4.

Download references

Author information

Authors and Affiliations

  1. Vladivostok

    V. A. Timoshenko

Authors
  1. V. A. Timoshenko
    View author publications

    You can also search for this author in PubMed Google Scholar

Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 14–15, March–April, 1965

Rights and permissions

Reprints and permissions

About this article

Cite this article

Timoshenko, V.A. Construction of foundations of buildings of moderate height on ground subject to heaving. Soil Mech Found Eng 2, 92–94 (1965). https://doi.org/10.1007/BF01704773

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF01704773

Keywords

Search

Navigation