The present invention discloses a method for obtaining a high-confidence critical
cracking load of a rock
mass under compression and shear. Based on the actual stress state of a rock
mass with compression and shear fractures and the stress boundary conditions of the rock
mass fracture surface, and compatible with the multi-dimensional parameter attributes of the rock mass fractures and the stress component combination at the rock mass fracture tips, a data characterization method for the critical
cracking load of a rock mass under compression and shear is obtained, which can provide basic value data for rock mass
engineering design and its operation and construction. The present invention combines the compression and
shear stress characteristics of fractured rock masses, starting from the stress boundary conditions of the fracture surface, and uses a complex variable
function method to conduct an in-depth analysis of the
stress field distribution of the compression and shear fractured rock mass. It also considers three types of parameters:
fracture geometry, strength, and deformation. This method can more accurately predict the critical
cracking load of a fractured rock mass, and has important theoretical and application value for various rock mass compression and shear
fracture mechanics application scenarios such as tunnels, underground chambers, mining, slopes, and dam foundations.