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