ABSTRACT
In the given paper the method of application of the all-up prognosis of bearing capacity and settling of stuffed piles is presented. The method of application is designed on the basis of original model of calculation of a limiting linearly – nonlinear tight-distorted state of grounds. The method of application is trusted to in a ground of the program permitting not investigating in its (method of applications) an essence, on the basis of concrete input datas, to gain the design profiles of dependence of settlings from offloadings as piles as a whole, and separately on its lateral area and lower extremity. Usage of the program completely saves of necessity of conducting of cost intensive and labour-consuming field full-scale tests of stuffed piles.
