Soil Mechanics and Foundation Engineering

, Volume 15, Issue 2, pp 115–118 | Cite as

Duration of steam thawing of Frozen ground

  • G. N. Maksimov
Construction Under Special Soil Conditions


Steam Civil Engineer Structural Foundation Hydraulic Engineer Freeze Ground 


Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Literature cited

  1. 1.
    G. N. Maksimov, “Experience and prospects of using soil stabilization in permafrost regions,” in: Transactions of the Conference on the Theoretical Principles of Technical Amelioration of Soils, February 1–4, 1960 [in Russian], Moscow State Univ. (1961).Google Scholar
  2. 2.
    M. V. Kim, “Characteristics of construction on rock foundation beds in permafrost regions. Scientific papers of East Siberian institutes,”. Bases, Foundations, and Underground Structures [in Russian], No. 2, Vysshaya Shkola, Moscow (1967).Google Scholar
  3. 3.
    S. G. Tsvetkova, “Determination of the time of freezing of a pile into a permafrost stratum after its driving by means of a steam needle,” Papers on a Study of Frozen Zones of the Earth's Crust [in Russian], No. 6, Akad. Nauk SSSR (1960).Google Scholar
  4. 4.
    A. V. Lykov, Theory of Thermal Conductivity [in Russian], Vysshaya Shkola, Moscow (1967).Google Scholar

Copyright information

© Plenum Publishing Corporation 1978

Authors and Affiliations

  • G. N. Maksimov
    • 1
  1. 1.Scientific-Research Institute of Bases and Underground Structures (NII Osnovanii)USSR

Personalised recommendations