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The results of static testing of the pile and comparative results of analytical and numerical calculations for the experimental deep pile (length 65 m, diameter 1.2 m) under the high-rise building, designed in the area of a large thickness of weak soils, are presented in the paper. At the same construction site, an experimental barrette pile of rectangular crosssection with a size of 3.3 x 1.1 and a length of 65 m with the location of the base in solid Proterozoic clays was made. This pile wasdoi:10.22337/2587-9618-2019-15-1-90-97 fatcat:wrqgn4imo5hafaps7nizjnoowe