Прогнозування поведінки фундаментних конструкцій за методом граничних елементів

Abstract

In the article by the numerical method of boundary elements of the predicted behavior of theFoundation structure (pile field) 10- storey residential building. Defined stress-deformative condition andbearing ability of the two variants of pile fields, including engineering-geological conditions ofconstruction sites and selected the best option, which takes into account the consumption of the mainbuilding materials. Study the behavior of piles in nonlinear stage of their work is conducted with theinvolvement of the plastic flow theory and modern dilatancy the theory of porous media.