The invention discloses a tunnel face rock
mass three-dimensional structure
estimation method, and the method comprises the steps: obtaining
point cloud data describing tunnel
face space information, recognizing rock
mass structural surface occurrence and two-dimensional space distribution information based on the
point cloud data, calculating the inter-group spacing of each dominant group of the structural surface, and estimating the three-dimensional structure of the tunnel face rock
mass. Based on the geometric center coordinate, the occurrence and the average elevation of the
structural plane, calculating the inter-group spacing of each dominant group; calculating the joint
fissure diameter and the joint
fissure center coordinate; a joint
fissure three-dimensional model is established by combining the
diameter, occurrence and center coordinates of the joint fissure, and the representation form is disc-shaped fissures distributed in the rock mass; building a rock stratum layer three-dimensional model and a fault layer three-dimensional model by combining the two-dimensional trace position and occurrence, wherein the expression form is fracture of transverse rock mass; and
coupling the joint fissure three-dimensional model, the rock stratum surface three-dimensional model, the
fault model three-dimensional model and a
bedrock model based on actual working conditions to obtain a discrete fissure
network model, namely a rock mass three-dimensional structure.