Abstract
Models for the deformation of soils subject to consolidating pressures are discussed. Results of experimental investigations of the creep of clayey soils under simple shear, a generalized law of shear-induced creep, and experimental conformations of its applicability to both ordinary, and swelling soils and soils prone to slump-type settlement are presented.
This is a preview of subscription content, log in via an institution to check access.
Similar content being viewed by others
References
S. R. Meschyan, “Effect of consolidating loads on the deformation properties of clayey soils subject to shear,” Dokl. Akad. Nauk ArmSSR, 31, No. 4, 211–217 (1960).
S. R. Meschyan, Experimental Rheology of Clayey Soils [in Russian], Nedra, Moscow (1985).
S. R. Meschyan, “Determination of shear-induced creep of clayey soils,” Izv. Akad. ArmSSR. Ser. Fiz. Mat. Nauki, 17, No. 4, 103–116 (1964).
S. R. Meschyan, “On determination of the creep equation for clayey soils subject to shear,” Izv. Vuzov. Ser. Stroit. Arkhit., No. 2, 172–176 (1976).
S. R. Meschyan, Rheologic Processes in Clayey Soils [in Russian], Aiastan, Erevan (1992).
Author information
Authors and Affiliations
Additional information
__________
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 14–19, September–October, 2006.
Rights and permissions
About this article
Cite this article
Meschyan, S.R. Law governing shear-induced creep of clayey soils. Soil Mech Found Eng 43, 168–175 (2006). https://doi.org/10.1007/s11204-006-0043-1
Issue Date:
DOI: https://doi.org/10.1007/s11204-006-0043-1