Research Article
[Retracted] Research on Nanoeffect of Penetration and Consolidation under Nonlinear Characteristics of Saturated Soft Clay
Table 2
Test scheme of permeability characteristics.
| Experimental scheme | Loading (unloading) stress path |
| Different consolidation pressures p | 50-100-200-300-400 kPa | Different osmotic pressures P′ | The consolidation path is 50-100-200-300-400 kpa, and the osmotic pressure p′ = 20,30,50,75, 100 kPa is applied under each stage of consolidation. | Add lotus | 50-100-200-300-400 kPa | 50-100-200–400 kPa | Different consolidation paths | 50–400 kPa | 50-200-400–800 kPa | 50-400-800 kPa | unload | 100-75-50-25-0 kPa | lotus | 200-150-120-100-50 kPa | Different initial consolidation pressures | 300-200-150-100-50 kPa | pmax and different unloading paths | 400-200-100-50-0 kPa | 800-400-200-100-50-0 kPa | 50-100-200-300-400-200-50 kPa |
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