ABSTRACT
A program complex of an automatic pile load capacity calculation (SARS) is worked out. The given complex analyses the load capacity of piles with the different form of section under the influence of the vertical, horizontal loads and bending moment with the use of both CPT data, and flow index. According to CPT data the engineering-geological sections of a site are plotted, which show the variability of given parameters of the base in kind of isolines.
