Abstract: For concrete-like multi-phase materials, systematic theories and analysis methods of crack propagation were established by combing fracture theories and testing techniques. Double-K fracture parameters were therein introduced based on experimental observations, which could be used to characterize crack propagation. Based on the hypothesis of linear asymptotic superposition, an analytical expression for double-K fracture parameters was given, and a practical estimation of their values was also provided according to the reinforcement to the crack extension resistance by cohesive force acting along the fracture process zone. And experiments were conducted to examine some possible influence factors on double-K fracture parameters. A novel KR curve was presented to depict crack propagation resistance. Parallel to double-K fracture parameters, double-G fracture parameters in the form of energy release rate were put forward. Numerical calculation and experimental analysis verified that the two methods, stress intensity factor and energy release rate, are equivalent in describing fracture features of concrete.