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.
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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).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 6-9, May-June, 2021.
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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
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DOI: https://doi.org/10.1007/s11204-021-09727-x