Using the elastoplastic Coulomb-Mohr model, an oedometer test of soil with the identical regularly spaced large inclusions is simulated using the finite element method in a flat formulation. The content of inclusions from 10 to 80% is considered. It has been established that with an increase in the percentage of inclusions, the deformation modulus increases and Poisson’s ratio decreases, while the nature of the inclusions distribution is of significant importance.
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References
SP 22.13330.2018, Soil Bases of Buildings and Structures [in Russian], Standartinform, Moscow (2018).
N. S. Bulychev, Mechanics of Underground Structures in Examples and Problems [in Russian], Nedra, Moscow (1989).
N. S. Bulychev, Mechanics of Underground Structures. 2nd Ed. [in Russian], Nedra, Moscow (1994).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, March-April, 2023.
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Bulychev, I.N. On the Assignment of Deformation Characteristics of Boulder-Pebble Soils. Soil Mech Found Eng 60, 109–112 (2023). https://doi.org/10.1007/s11204-023-09870-7
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DOI: https://doi.org/10.1007/s11204-023-09870-7