Experimental and Theoretical Rationale for Maximum Loading with a Specified Degree of Risk When Simulating the Operation of a "Bed-Foundation-Superstructure" System

Modeling of Geomechanical Processes Case of Uneven Settling of Foundations Constructions

“…The analysis took into account the simulation results for different conditions presented in [15][16][17][18][19][20][21], where the characteristic features of the soil body condition changes were noted. a b In the primary stage of the research, the model of loading the homogeneous soil body by two closely spaced stamps was reviewed.…”

“…1, а). The parameters of stamp: deformation module E = 2000 MPa; Poisson's ratio  = 0.15; the average density ρ f = 2500 kg/m 3 ; width b f = 1 m; height h f = 0.5 m. The uneven loading of the soil was achieved by setting different load ratios to the stamps P 2 /P 1 similar to the approach described in [20].…”