The invention provides a deep cavern layered surrounding rock stability evaluation method, which comprises the following steps: firstly, carrying out
geometric modeling on a layered rock
mass based on a Voronoi diagram, and constructing a layered rock
mass model capable of accurately reflecting an irregular form and internal discontinuous characteristics of a natural rock layer in combination with unstructured triangular
mesh generation; then, the stratified rock
mass model is imported into an FDEM
simulation analysis framework, a stratified rock mass numerical model capable of simulating the continuous deformation process and the discontinuous
fracture process at the same time is established, and follow-up stress analysis and research on the rock mass and the stratum in the
fracture process are facilitated; on the basis, the whole process of cavern excavation is simulated, a cavern stratified surrounding rock model is obtained, and stress analysis is conducted on the cavern stratified surrounding rock model; and finally, outputting a stress analysis result, carrying out stability evaluation, identifying the characteristics of stress, displacement, crack distribution and the like, and realizing the evaluation of the stability of the surrounding rock of the cavern and the positioning of a
risk area.