Stability Assessment of the Excavated Rock Slope at the Dagangshan Hydropower Station in China Based on Microseismic Monitoring

<div>(a): Excavation-induced seismic deformation on the slope surface and (b) on-site photograph of the cracked region on the slope surface after excavation between elevations of 1,100 m and 1,225 m.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Stability Assessment of the Excavated Rock Slope at the Dagangshan Hydropower Station in China Based on Microseismic Monitoring 