The invention relates to the technical field of geological
engineering, in particular to a dangerous rock
mass stability
evaluation result verification method based on historical data comparison, which comprises the following steps: acquiring dangerous rock
mass frequency and mechanical
monitoring data, dividing stable and critical working conditions, constructing a
steady state and critical state offset difference surface and an energy
gravity center coupling difference surface, and verifying a dangerous rock
mass stability
evaluation result. And the seismic oscillation triggering frequency and the
instability frequency are analyzed to form load triggering comparison information, the fracture
expansion rate and the displacement variation are calculated, the stage state is quantified, and stage joint
verification data are output. Through frequency slope identification, mechanical parameter offset description,
frequency domain energy and
gravity center direction
coupling, load triggering and
instability proportion offset, and crack and displacement joint quantification, continuous determination of a stage state is realized,
critical signal identification sensitivity is improved, multi-source evidence consistency is enhanced, objectivity and reverifiability of result
verification are optimized, and the method is suitable for popularization and application. Empirical dependence is reduced, and stability evaluation and observation response are in close correspondence.