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A Journal of Russian Academy of Sciences
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IssuesArchive of Issues2024-6pp.3390-3396

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G.N. Gusev, R.V. Tsvetkov, and V.V. Epin, "Numerical-Experimental Method of Determination of the Elastic Modulus of a Soil Massif," Mech. Solids. 59 (6), 3390-3396 (2024)
Year 2024 Volume 59 Number 6 Pages 3390-3396
DOI 10.1134/S0025654424605378
Title Numerical-Experimental Method of Determination of the Elastic Modulus of a Soil Massif
Author(s) G.N. Gusev (Institute of Continuous Media Mechanics of the Ural Branch of Russian Academy of Science, Perm, 614013 Russia, gusev.g@icmm.ru)
R.V. Tsvetkov (Institute of Continuous Media Mechanics of the Ural Branch of Russian Academy of Science, Perm, 614013 Russia, flower@icmm.ru)
V.V. Epin (Institute of Continuous Media Mechanics of the Ural Branch of Russian Academy of Science, Perm, 614013 Russia, epin.v@icmm.ru)
Abstract The paper presents a numerical and analytical method for determining the modulus of elasticity of the soil, based on experimental results on the natural frequencies of vibration of a pile embedded in a soil mass and their theoretical dependence on the modulus of elasticity of the soil. Experimental results on the dynamic behavior of a pile embedded in a soil mass and numerical results based on the finite element method, which provide the construction of the dependence of the natural frequencies of vibration of the pile on the modulus of elasticity of the soil, are given. As a demonstration of the reliability and efficiency of the method under consideration, a comparison of numerical results on the natural frequencies of vibrations of the pile with different weights at its free end at the found dependence of the modulus of elasticity of the soil and the corresponding experimental results is given.
Keywords ground elastic modulus, natural frequencies of vibrations, pile, numerical modeling, experiment
Received 16 September 2024Revised 22 September 2024Accepted 24 September 2024
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