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.
| Material | Rockfill I | Rockfill II | Mixed gravel clay |
| | 500 | 1000 | 300 | | 1500 | 3000 | 900 | | 0.50 | 0.50 | 0.50 | | 0.50 | 0.50 | 0.50 | | 0.45 | 0.45 | 0.45 | | 0.45 | 0.45 | 0.45 | | 1.05 | 0.90 | 0.60 | | 1.60 | 1.35 | 1.10 | | 0.00 | 0.00 | 0.00 | | 0.00 | 0.00 | 0.00 | | 0.34 | 0.31 | 0.34 | | 0.10 | 0.09 | 0.03 | | 0.35 | 0.40 | 0.0 | | 800 | 1200 | 900 | | 5 | 5 | 5 | | 5 | 5 | 5 | /MPa | 9 | 9 | 10 |
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