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

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

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