The invention discloses a method and a
system for presuming a correction coefficient of the strength of a
standard test piece by adopting a small
core sample test piece, and belongs to the technical field of concrete strength detection. The method solves the problems of large error and high discreteness of a presumption result caused by factors such as size effect, aggregate constraint and process difference when the standard strength is directly presumed by adopting the strength of a small
core sample in the prior art, constructs a historical sample
library containing multi-dimensional characteristics, calculates an initial correction coefficient and a
size ratio, and obtains the presumption result of the standard strength.
Key factors such as the small
core sample size, the coarse aggregate particle size, the water-binder ratio, the curing age and the height-
diameter ratio are comprehensively considered, an intelligent correction model is established by utilizing algorithms such as a
gradient boosting decision tree and a
random forest, and a comprehensive correction coefficient can be scientifically and accurately output, so that the actually measured strength of the small core sample is reliably converted into the strength of a
standard test piece; and the presumption precision and the result stability are greatly improved, so that reliable
technical support is provided for safety and durability evaluation of an
engineering structure.