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

<div>Absolute displacement recorded by the multipoint extensometer M<sup>3</sup><sub>12RBP</sub> at the dam longitudinal 0 + 68.5 at an elevation of 1,075 m of the dam foundation [<a href="/journals/ace/2018/4567258/#B20">20</a>].</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Stability Assessment of the Excavated Rock Slope at the Dagangshan Hydropower Station in China Based on Microseismic Monitoring 