Research Article
Analysis of Shear Characteristics of Deep, Anchored Rock Mass under Creep Fatigue Loading
Figure 3
Loading path diagram. 0 − t0 is the loading time before reaching the specified load; t0 − t1 is the specified load stabilization time; t1 − t2 is the fatigue load application time; and t2 − t3 is the stability time after the fatigue load is applied.