employee
employee
Volgograd, Vologda, Russian Federation
employee
Volgograd, Volgograd, Russian Federation
The paper presents the basic correlations of the approximate analytical solution of mixed problem of soil elasticity and plasticity theory as well as the examples of the comparison of numeric values of the experiments’ results aimed at determining the load-bearing capacity of foundation beds and the form and dimensions of plastic strain ranges with the results obtained on its basis.
load-bearing capacity of foundation bed, plastic strain ranges, phases of foundation bed deformation, mixed problem of soil elasticity and plasticity theory, shear strains and their intensity.
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