Research Article
The Settlement Models of Deep Vacuum Dewatering Method
Table 1
Geotechnical parameters of the soil.
| Layer | Depth (m) | ρ (g/cm3) | (%) | e0 | [24] |
| Silt | 3.0 | 1.83 | 21.3 | 0.776 | 0.141 | Silt | 4.5 | 1.86 | 23.7 | 0.748 | 0.135 | Clay | 7.5 | 1.89 | 24.8 | 0.706 | 0.128 | Clay | 10.5 | 1.93 | 20.0 | 0.615 | 0.112 | Silt | 12.0 | 1.86 | 17.5 | 0.652 | 0.118 | Clay | 15.0 | 1.86 | 18.3 | 0.613 | 0.111 | Clay | 16.5 | 1.85 | 20.2 | 0.722 | 0.131 | Silt | 18.0 | 1.87 | 18.1 | 0.727 | 0.132 |
| Layer | Depth (m) | Es (MPa) | φ (°) | c (kPa) | | Silt | 3.0 | 16.95 | 22.60 | 45.7 | | Silt | 4.5 | 6.22 | 24.35 | 11.2 | | Clay | 7.5 | 5.22 | 15.93 | 13.1 | | Clay | 10.5 | 8.16 | 29.50 | 47.8 | | Silt | 12.0 | 11.46 | 27.36 | 35.1 | | Clay | 15.0 | 9.14 | 29.86 | 36.2 | | Clay | 16.5 | 13.74 | 31.05 | 23.8 | | Silt | 18.0 | 8.22 | 30.50 | 30.8 | |
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