Abstract
The article considers the continuous and discrete models of the soil medium using the calculation examples under the action of a strip load with a flat load. The options for calculating both slopes and a soil foundation for the bases in natural, artificial and composite environments are considered. A theoretical method for calculating the bearing capacity of the anisotropic soil base’s composite medium in shear resistance is given. The formulas and graphs of the compared ground conditions’ calculation results are given and their quantitative strength assessment compared with the natural environment is given.
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