“…The existence of structural plane has a significant effect on the mechanical properties of rock mass, the propagation of structural plane could cause local even whole failure of structure, and therefore the simulation of crack propagation is a research focus for scientists and engineers. Among several numerical simulation methods, FEM is the most common one [1,2] , XFEM has an advantage on accuracy and applicability [3,4] , BEM [5,6] and EFM [7,8] also each has its advantage on efficiency and accuracy, the displacement discontinuity method (DDM) only need to mesh the fracture, avoided the re-meshing of the whole model, could effectively simulate the crack propagation [9,10] .…”