Differential method of estimation of soil resistance characteristic according to the results of the pile tests

Abstract

Soil test piles to determine their bearing capacity, performed by applying a load to the measurement of the value of the upper end of its rainfall. According to the results of standard tests can not determine the value of shear resistance along the underground portion of the surface of the pile and compression below its base. The new test procedure to determine the values of these characteristics. Tests are carried out using equipment used in standard tests. The essence of the developed method is to use the elastic properties of the soil and pile material to assess the performance of soil resistance.