Abstract
Dependencies of creep and strength parameters on physical properties and temperatures are exposed on the basis of experiments conducted in triaxial compression for frozen clayey soils exhibiting marine-like salinity.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
S. S. Vyalov, Yu. K. Zaretskii, and S. E. Gorodetskii, Strength and Creep Analyses During Artificial Freezing of Soils [in Russian], Sytroiizdat, Leningrad (1981).
Geologic-Engineering Monitoring of Yamal Industries. Vol. 2 . Geocryologic Conditions of the Bovanenkovsk Field [in Russian], Institut Osvoeniya Problem Severa SO RAN, Tyumen’ (1996).
Microstructure of Frozen Rocks [in Russian], Izdatel’stvo Moskovskogo Gosudarsvennogo Universiteta, Moscow (1988).
N. A. Tsytovich, Mechanics of Frozen Soils [in Russian], Vysshaya Shkola, Moscow (1973).
Author information
Authors and Affiliations
Additional information
__________
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 1, pp. 29–31, January–February, 2008.
Rights and permissions
About this article
Cite this article
Leonov, A.R. Creep and strength parameters of frozen clayey soils in the Bovanenkovsk gas-condensate field. Soil Mech Found Eng 45, 34–37 (2008). https://doi.org/10.1007/s11204-008-0007-8
Issue Date:
DOI: https://doi.org/10.1007/s11204-008-0007-8