Novocherkassk, Rostov-on-Don, Russian Federation
The article discusses continuous and discrete models of the soil environment on the examples of calculations under the action of a strip load with surcharge on a plane. The options for calculating both slopes and soil base for foundations in natural, artificial and composite environments are considered. A theoretical method for calculating the bearing capacity of a composite medium of a subsoil that is anisotropic in shear resistance is presented. Formulas and graphs of the results of calculating the compared soil conditions are given and their quantitative assessment of strength in comparison with the natural environment is given.
soil masses, continuous and discrete soil models, soil base for foundations, calculation of the bearing capacity of a composite medium of a soil foundation, anisotropic soil medium in shear resistance, modeling of a discrete medium, limiting analysis of plastic systems, sand and gravel mixture
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