Abstract

The problematic link in the quality control system of monolithic construction is the control of the strength characteristics of concrete. As the analysis showed, at the moment there is no single universal method for controlling the strength of concrete at all stages of its hardening. It is most rational in this situation to apply an integrated approach to controlling the strength of concrete, i.e. use in parallel several methods based on different physical principles. First of all, this applies to non-destructive testing methods, which make it possible to provide the required volume of measurements of a given parameter.