Research Article
The Constitutive Model of Rockfill Based on Property-Dependent Plastic Potential Theory for Geomaterials
Table 1
Parameters of the state-dependent constitutive model for rockfill.
| Elastic parameter | Fractal parameter | Critical parameter | State parameter |
| | l = 0.744 | MCS = 1.727 | d0 = 2.267 | = 0.3 | k = 0.008 | = 0.032 | cψ = 0.98 | | β = 12.8 | = 0.527 | h1 = 0.46 | | | = 0.313 | h2 = 0.78 | | | kh = 0.12 | kp = 4.95 | | | λc = 0.14 | kd = 0.458 |
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