3. Monitoring concrete maturity in the structure
If the maturometer planned for the site has a function for predicting the mechanical strength of concrete at young ages, it must also be able to capture a reference curve providing mechanical strength as a function of equivalent age, obtained experimentally (site calibration phase).
Prior to any maturometry operation, the user must have a concrete calibration file specifying the apparent activation coefficient of the concrete and the reference curve, as well as the anticipated positioning of the temperature probes and their protection on site. The device used must provide at least :
You do not have access to this resource.
Exclusive to subscribers. 97% yet to be discovered!
Already subscribed?
Log in!
Ongoing reading
Monitoring concrete maturity in the structure