The article shows that if the model proposed by A. Z. Ter-Martirosyan is used to describe shear deformations in a soil medium, and the Kelvin-Voigt model is used to describe volume deformations, the calculated settlement-time dependence is nonlinear and has a double curvature. The article presents an analytical solution to the problems of predicting settlement and long-term bearing capacity of a base of foundation of finite width using the above models.
Article PDF
Similar content being viewed by others
Explore related subjects
Discover the latest articles, news and stories from top researchers in related subjects.Avoid common mistakes on your manuscript.
References
Z. G. Ter-Martirosyan, A. Z. Ter-Martirosyan, and N. O. Kurilin, "Bearing capacity and settlement of bases of foundations of finite width," Osnov. Fundam. Mekh. Gruntov, No. 1, 8-13 (2021).
A. Z. Ter-Martirosyan, Interaction of Foundations of Buildings and Structures with a Water-Saturated Base, Taking into Account the Nonlinear and Rheological Properties of Soils, Doctor of Science Thesis [in Russian], MIIT, Moscow (2016).
L. A. Galin, Contact Problems of the Theory of Elasticity and Viscoelasticity [in Russian], Nauka, Moscow (1980).
Yu. N. Rabotnov, Short-Term Creep [in Russian], Nauka, Moscow (1979).
Yu. N. Rabotnov, Creep of Structural Units [in Russian], Nauka, Moscow (1966).
S. S. Vyalov, Rheological Foundations of Soil Mechanics [in Russian], Vysshaya Shkola, Moscow (1978).
A. R. Rzhanitsyn, Theory of Creep [in Russian], Stroiizdat, Moscow (1968).
H. Hencky, "Zur Theorie plastischer Deformationen und der hierdurch im Material hervorgerufenen Nachspannungen," ZAMM, 4, No. 4, 323-334 (1924).
Z. G. Ter-Martirosyan and A. Z. Ter-Martirosyan, Soil Mechanics [in Russian], ASV, Moscow (2020).
A. Flamant, "Sur la repartition des pressions dans un solide rectangulaire charge transversalement," CR Acad. Sci. Paris, 114, 1465-1468 (1892).
Author information
Authors and Affiliations
Corresponding author
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 6-9, May-June, 2021.
Rights and permissions
About this article
Cite this article
Ter-Martirosyan, Z.G., Ter-Martirosyan, A.Z. & Kurilin, N.O. Predicting the Settlement and Long-Term Bearing Capacity of a Base of Foundation of Finite Width. Soil Mech Found Eng 58, 190–195 (2021). https://doi.org/10.1007/s11204-021-09727-x
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-021-09727-x