Моделювання роботи пальового поля будівлі на сходовій терасі будівельного майданчика за методом граничних елементів

Abstract

It is counted an optimum variant of the pile field of the building. Calculation was spent behind a method of boundary elements taking into account interference of active zones of the next piles and a nonuniform surface of a building site (a step terrace). The results of modeling have confirmed presence of essential redistribution of the piles tension of the pile field.