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

Figure 12

Three-dimensional numerical model and location of the main faults generated by RFPA^3D: (a) excavation design of the right bank slope; (b) physical model; (c) FEM model (the different colours in the figure indicate different mechanical parameters, such as the elastic modulus and compression strength of the rock mass).

(a)

(b)

(c)