Research Article

Comparison between Duncan and Chang’s EB Model and the Generalized Plasticity Model in the Analysis of a High Earth-Rockfill Dam

Table 2

Material parameters of the modified PZ-III model.

MaterialRockfill IRockfill IIMixed gravel clay

5001000300
15003000900
0.500.500.50
0.500.500.50
0.450.450.45
0.450.450.45
1.050.900.60
1.601.351.10
0.000.000.00
0.000.000.00
0.340.310.34
0.100.090.03
0.350.400.0
8001200900
555
555
/MPa9910