The application discloses a crack rock
mass tunnel stability evaluation method and
system based on finite elements and
machine learning, and belongs to the technical field of
geotechnical engineering, and comprises the following steps: acquiring tunnel geometric parameters to construct a finite
element model, calculating the type I and type II
stress intensity factor values of a crack tip, checking and removing abnormal data through multi-
path integration, constructing an effective
data set, constructing a Kan neural
network model and training until convergence, inputting target tunnel parameters into the model, outputting
stress intensity factor prediction values, calculating the equivalent
fracture toughness of the crack tip, determining the
crack initiation position based on the size relationship between the upper and lower equivalent fracture toughnesses of the crack tip, selecting a fracture criterion according to rock
mass characteristic parameters, calculating the
crack initiation direction and completing stability evaluation. The application realizes rapid and accurate prediction of the
crack initiation behavior of a crack rock
mass tunnel, and can provide a reliable basis for
engineering stability evaluation.