Understanding the failure mechanism of the rock mass under the general stress state is of great importance for the safe constructions of the underground engineering. Here, a series of true triaxial fr
The rock failure mode under coupled static-cyclic impact loading is not unified, and the radial fracture mode is a distinct type. In this study, cyclic impact tests were performed using a modified Spl
The rock failure mode under coupled static-cyclic impact loading is not unified, and the radial fracture mode is a distinct type. In this study, cyclic impact tests were performed using a modified Spl
In view of the lack of understanding and description of nonlinear characteristics and accelerated creep deformation law in current rock creep research, and the difficulty of existing models to fully r
The rock failure mode under coupled static-cyclic impact loading is not unified, and the radial fracture mode is a distinct type. In this study, cyclic impact tests were performed using a modified Spl
