Bugayeva I. Elastoviscoplastic analysis of retaining constructions in common with strained medium

Object- interaction of retaining constructions with non-linearly deformable elastoviscoplastic medium; the purpose is experimentally - theoretical justification of a method of joint elastoviscoplastic calculation of retaining constructions and contacting soil; methods - generalizing and analysis, mathematical modellings, of the theory of a mathematical statistician, comparative analysis; the novelty - for the first time the theory of plastic flow with hardening for calculation of retaining constructions is applied ; results - the method of joint elastoviscoplastic calculation of retaining constructions and contacting soil is proposed for embodying which one algorithm and program complex are designed ; the introduction - designed method introducted in design architecture and in a series of ports of Ukraine, which allows to reveal the unused redundancies of a carrying capacity of constructions; sphere of usage - at projection and maintenance of constructions interacting with soil.