Прогнозування за методом граничних елементів технічних ресурсів кільцевого пальового поля силосу зерносушарки

Abstract

The circular foundation of silo is optimized according to the method of border elements. The methodology of calculation of bearing ability of circular grillage and circular pile field is brought. For comparison of work of pile in a clump and single pile on the method of border elements the nonlinear task of be-havior of single pile onloading is predicted.