Numerical research of the retaining constructions during the reconstruction of the transport structures

The research analysis of interaction artificial retaining constructions with a Walking Socks non-uniform soil basis has been performed during the reconstruction of the transport structures.The mathematical model of soil semi-space research with the use of the nonlinear theory of elasticity is developed.The results of numerous researches of Option Switch Visor stress-strain state fencing constructions of the overpass in interaction with multilayer heterogeneous half-space and surfaces under the influence of band-pass loading are represented in the current paper.