Аннотация
A comparative analysis of the results of field tests to determine the bearing capacity of a pile at the facility in Petropavlovsk is presented. The aim of the study was to carry out a comparative analysis of the results of dynamic and static tests in conditions of swelling soils at one facility in order to identify the difference in bearing capacity indicators. In conditions of swelling soils, the results of static and dynamic tests of the pile have a significant difference in determining the bearing capacity. Dynamic tests show only a preliminary estimate of the dynamic bearing capacity and the possibility of piling in various parts of the construction site. To correctly determine the bearing capacity of a pile in difficult soil conditions, it is necessary to carry out tests with a static indentation load. The results of static and dynamic tests of piles are graphically interpreted and theoretically substantiated.