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

<div>Geomorphic layout of the typical transverse section VI-VI of the right bank slope [<a href="/journals/ace/2018/4567258/#B20">20</a>].</div>

Advances in Civil Engineering

Figure 2: Stability Assessment of the Excavated Rock Slope at the Dagangshan Hydropower Station in China Based on Microseismic Monitoring 