Research Article

Displacement Back Analysis for a High Slope of the Dagangshan Hydroelectric Power Station Based on BP Neural Network and Particle Swarm Optimization

Table 3

Elastic modulus levels of the four types of the slope rock masses.

ZoneElastic modulus (GPa)Level (GPa)

I ( ) 0.25, 0.50 0.25, 0.33, 0.42, 0.50
II ( ) 2.50, 3.50 2.50, 2.80, 3.20, 3.50
III ( ) 2.50, 3.50 2.50, 2.80, 3.20, 3.50
IV ( ) 6.00, 9.00 6.00, 7.00, 8.00, 9.00