Investigation on failure mechanism and time-delay fracturing behavior of hard-rock tunnel under extremely high geostress state

To investigate the failure mechanism and time -delay fracturing behavior of hard -rock tunnel under extremely high geostress state, a series of conventional triaxial compression tests and time -delay loading-unloading mechanical tests on rocks were conducted. Combining testing results and on -site data of deep -buried tunnels, the generation mechanism and failure process of time -delay rockbursts were analyzed. The results indicate that with the increase of confining pressure, the failure mode of hard -rock exhibits a transition from axial splitting type and shear -slip type to special squeezing -expansion type. The progressive damage of rocks under extremely high stress state mainly manifests as aging lateral and volumetric expansion. Under time -delay compression tests, the longterm strength of hard -rock is lower than the threshold stress of sigma eb. In extremely high stress state, the fracture and dissipated energy evolution of rocks has significant time -dependent characteristics. Under extremely high stress conditions, rocks can store a large amount of releasable energy internally and gradually generate numerous cracks without the need for external work, ultimately leading to sudden unstable failure. Affected by the superposition of time -delay pressure and loading-unloading effects, the hard -rock also exhibits the same timedependent fracturing behavior as soft -rock under high stress state, but its deformation mechanism is dominated by lateral expansion and crack volumetric dilatancy. When the stress level is far from reaching the ultimate strength required for rockmass failure, it is sufficient to cause the propagation of internal microcracks. Under the action of time -delay loads, the spalling and peeling failure of surrounding rock is significantly reduced, but the scale of unstable blocks is larger. Based on the failure process and microseismic monitoring date of rockburst in hard -rock tunnels, the entire evolution process of time -delay rockbursts can be divided into the following six stages: before excavation, rockmss excavation, aging cracking, squeezing -expansion, instability and spalling, time -delay rockburst. Time -delay rockburst has an obvious acoustic emission calm period before its occurrence, making its incubation process has strong suddenness and randomness.