Modelling and analysis of the stability of a harbour wharf’s embankment with regards to its failure

Abstract The article presents the process of creating a computational model for stability analysis harbour wharf’s embankment with regards to its failure. described elements that were taken into account at stage data preparation are: historical structure (structural calculations, and calculations embankment), results author’s own soil material tests (concrete, steel), environmental conditions (atmospheric water), possible load systems acted on facility, also from 3D structure. On this basis, five schemes prepared computer simulations in plain state deformations. Various stages operation account. In conclusion, course destruction wharf, river cooperates it, was proposed.