Assessment of the concrete quality of Bureiskaya HPP with the use of the non-destructive method of control
Presented was the method to determine the strength and density of concrete according to the testing of gores in dependence on the properties of the matrix and the use of the dependence to assess the strength and density more accurate. Presented was the method to assess the strength of the massif by the different-location method of the superbroadband sensinng. It allows to assess the strength and the factor of strength variation in the massif at the depth to 80 m. There were used the thoriate dependences of the core strength on the parameters of the reflected radar signal. With the use of this method, it is considerably increased the amount of data by the concrete strength obtained just from the concrete massif of the construction.