Figure 7
From: Interval modulation of recurrent slow slip events by two types of earthquake loading
Calculation results of the temporal evolution of the SSE recurrence intervals for model 3. In the left figure, ‘No-stressed’ case (blue solid squares) is the same result as that in Figure 4. In ‘stressed’ case (orange squares), the shear stress as large as 0.1 MPa is loaded around −150 years in the original horizontal axis. The right figure exhibits the enlarged figure of the recurrence interval evolution around the stressing time.