Rock-failure is usually analyzed by using stress-based criteria, for example the Coulomb criterion with the empirical parameters of cohesion and internal friction. We recently developed an alternative rock failure theory that is based on two conditions: rocks fail under a critical elastic energy threshold, and the applied elastic strain is accommodated by shear and dilation along the faults (Reches and Wetzler, 2022). We refer to this theory as Critical Energy Fault Failure (CEFF) and demonstrated its applicability to a range of rock failure experimental configurations from uniaxial to polyaxial loading. We present here the utilization of the energy-based CEFF theory to highlight three aspects of rock failure: A. Evaluation of the dissipated energy associated with rock faulting which revealed that intact rock failure dissipates 35–55% of the available elastic energy. B. For a given normal stress, the CEFF calculated shear strength of a developing fault is smaller than the equivalent of the Coulomb shear strength. C. The predicted dilation associated with faulting of intact brittle rocks that is calculated by CEFF is supported by experimental observations. These three subjects provide important contributions for the understanding of rock failure processes.