DETERMINATION OF THE LENGTH OF VISIBLE PILE ON THE CRITERION OF THE CARRIAGE OF THE CARRIED CAPACITY
The work of the pendant pile in the soil of the basement under the action of a compressive force of different values is considered. It is shown under what conditions arise on the surface of the pile the frictional forces (or friction-adhesion, depending on the type of the surface of the pile). The variants of the pile work in the soil are given for different values of the compressive force pile. A description is given of the test pile test and its operation when compressing in the soil of the basement foundation. Determination of the length of the pile at a given operational load is based on the value of the margin factor for the bearing capacity on the ground of the pendant pile and the corresponding value of the maximum load on the pile, determined from the test pile test. The use of new proposed methods for calculating the pile load-bearing capacity on the ground will increase the safety of foundations and foundations and structures in general, and in some cases will lead to an economic effect compared to the existing method of calculation under the code of rules SP 24.13330.2011.