Structural Concrete, Vol. 7, no. 4, December 2006
Determining the coefficient of concrete strength variation during non-destructive testing
V. Klevtsov, State Research Institute for Concrete, Moscow, Russia
M. Korevitskaya, State Research Institute for Concrete, Moscow, Russia
All non-destructive methods for concrete strength control are indirect methods, which is why concrete strength on each specific area is determined with some error. In this paper, probably for the first time, a method to account for this error is presented. Theoretical grounds for the method and its experimental confirmation are also presented.