Summary Failure mechanism of rocks is one of the fundamental aspects to study rock engineering stability. The macroscopic deformation and failure of rock is a dynamic, gradual and cumulative process of nucleation, growth, penetration, coalescence of micro-cracks, which is a non-equilibrium, non-linear evolutionary process. In the present study, the effect of loading rate on rock failure mechanism was considered. For this purpose, some experimental tests were conducted on Brazilian disk specimens of a homogeneous and isotropic sandstone at six different loading rate (0. 3, 0. 6, 1. 2, 2. 4, 4. 8 and 9. 6 mm/min). During the tests, acoustic emission (AE) sensors were used to monitor the fracturing process. AE monitoring showed that micro-crack density induced by the applied loads during different stages of the failure processes increases as loading rate increases. Also, it is found that loading rate influences the mode of induced fracture, so that the number of tensile fractures decreases when loading rate increases.