S. S. Vyalov’s contribution to the development and evolution of the kinematic theory of the strength and creep of soils, and also the thermodynamic approach to nonlinear frozen-soil mechanics is examined.
Similar content being viewed by others
References
S. S. Vyalov, Rheologic Properties and Bearing Capacity of Frozen Soils [in Russian], Izdatel’stvo Akademii Nauk SSSR, Moscow (1959).
S. S. Vyalov, Viscoplastic Flow of Glacial Sheets [in Russian] (1961).
S. S. Vyalov, Yu. K. Zaretskii, S. E. Gorodetskii et al., Strength and Creep of Frozen Soils and Analyses of Ice-Soil Enclosures [in Russian], Izdatel'stvo Akademii Nauk SSSR, Moscow (1962).
S. S. Vyalov, Yu. K. Zaretskii, and S. E. Gorodetskii, Strength and Creep During Artificial Freezing of Soils [in Russian], Stroiizdat, Leningrad (1981).
S. S. Vyalov, S. E. Gorodetskii et al., Procedure for Determination of Characteristics of the Creep, Long-Term Strength, and Compressibility of Frozen Soils [in Russian], Nauka, Moscow (1966).
S. S. Vyalov, N. K. Pekarskaya, and R. V. Maksimyak, “On the physical significance of the deformation and failure of clayey soils,” Osn., Fundam. Mekh. Gruntov, No. 1, 7–9 (1970).
S. S. Vyalov, Yu. K. Zaretskii, and R. V. Maksimyak, Kinetics of the structural deformation and failure of clays, Proceedings of the Eighth International Congress on Soil Mechanics and Foundation Engineering [in Russian], Moscow (1973), pp. 13–24.
S. S. Vyalov, Rheologic Bases of Soil Mechanics [in Russian], Vysshaya Shkola, Moscow (1978).
S. S. Vyalov, Rheology of Frozen Soils [in Russian], Stroiizdat, Moscow (2000).
Author information
Authors and Affiliations
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 10–13, September–October, 2010.
Rights and permissions
About this article
Cite this article
Zaretskii, Y.K. S. S. Vyalov’s role in the establishment and development of soil rheology. Soil Mech Found Eng 47, 175–179 (2010). https://doi.org/10.1007/s11204-010-9106-4
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-010-9106-4