Numerical modeling of fracture coalescence in a model rock material

The crack pattern, as well as crack initiation, -propagation and -coalescen ce observed in experiments on gypsum specimens with pre-existing fractures in uniaxial, biaxial, and tensile loading are satisfactorily predicted with the numerical model presented in this paper. This was achieved with a new stress-based crack initiation criterion which is incorporated in FROCK, a H ybridized Indirect Boundary Element method first developed by Chan et al. ( 1990). The basic formulation of FROCK is described, and the code verified f or both open and closed pre-existing fractures either with only friction or with friction and cohesion. The new initiation criterion requires only thr ee material properties: sigma(crit), the critical strength of the material in tension; tau(crit), the critical strength of the material in shear; r(0) , the size of the plastic zone. The three parameters can be determined with the results from only one test. Predictions using this model are compared with experiments on gypsum specimens with pre-existing fractures loaded in uniaxial and biaxial compression performed by the authors. Specifically, wi ng crack and shear crack initiation, crack propagation, coalescence stress and -type as well as the crack pattern up to coalescence can be modeled. Th e model can also duplicate experimental results in compression and tension obtained by other researchers. These results show that stress-based criteri a can be effectively used in modeling crack initiation and crack coalescenc e.