Characteristics of foundations on silty-clayey soils under reconstruction conditions

The limit equilibrium of an anisotropic medium under the general plasticity condition

“…As an example we can cite the classical papers, 10,11 in the first of which an elastoplastic model of soft soil is developed, subsequently extended to solid rock subject to intensive loads. Such approaches are widely used, especially in engineering applications, 12,13 to solve specific problems. Substantiation of the possibility of such an approach and its relation to the theory of limit equilibrium is examined in Ref.…”