Research Article
Statistical Damage Constitutive Model for Cemented Sand considering the Residual Strength and Initial Compaction Phase
Figure 8
Experimental and theoretical curves under different confining pressures. (a) σ3 = 100 kPa. (b) σ3 = 200 kPa. (c) σ3 = 300 kPa. (d) σ3 = 400 kPa.
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| (b) |
| (c) |
| (d) |