Research Article
Statistical Damage Constitutive Model for Cemented Sand considering the Residual Strength and Initial Compaction Phase
| σ3 (kPa) | m | F0 | γ0 (%) | ε0 (%) | C (kPa) | Φ(°) | μ | E (MPa) | cr (kPa) | φr (°) |
| 100 | 1.87 | 1800.5 | 0.33 | 0.53 | 452 | 37.9 | 0.38 | 208 | 219 | 31.0 | 200 | 1.62 | 1913.3 | 0.24 | 0.48 | 452 | 37.9 | 0.38 | 208 | 219 | 31.0 | 300 | 1.51 | 2024.8 | 0.18 | 0.42 | 452 | 37.9 | 0.38 | 208 | 219 | 31.0 | 400 | 1.38 | 2132.6 | 0.13 | 0.39 | 452 | 37.9 | 0.38 | 208 | 219 | 31.0 |
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