Research Article
Experimental Study of the Engineering Mechanical Properties of the Foundation Soil for Offshore Wind Power Platforms
Table 1
Basic physical properties of undisturbed soil.
| Depth (H) (m) | Lithology | Water contents () (%) | Specific gravity (Gs) | Density (ρ) (g × cm−3) | Void ratio (e) | Plasticity index (Ip) |
| 2.1–2.3 | Silty clay | 33.7 | 2.69 | 1.89 | 0.90 | 15.16 | 3.6–3.8 | Silty clay | 38.9 | 2.70 | 1.78 | 0.87 | 14.55 | 10.4–10.6 | Silty clay | 36.2 | 2.69 | 1.84 | 0.99 | 12.54 | 11.9–12.1 | Silt | 49.7 | 2.67 | 1.61 | 1.48 | 9.25 | 13.4–13.6 | Silty clay | 34.1 | 2.69 | 1.90 | 0.90 | 15.13 | 13.8–14.0 | Silt | 41.5 | 2.68 | 1.73 | 1.19 | 9.56 | 17.2–17.4 | Silty clay | 28.6 | 2.70 | 1.87 | 0.82 | 15.21 | 20.6–20.8 | Silt | 30.5 | 2.66 | 1.82 | 0.98 | 9.74 | 25.7–25.9 | Silt | 30.0 | 2.66 | 1.78 | 0.94 | 7.68 | 30.8–31.0 | Silt | 34.2 | 2.66 | 1.88 | 0.90 | 8.69 | 34.3–34.5 | Silty clay | 29.6 | 2.70 | 1.90 | 0.78 | 15.81 | 35.7–35.9 | Silty clay | 32.2 | 2.68 | 1.92 | 0.76 | 17.39 | 37.7–37.9 | Silt | 28.6 | 2.69 | 1.89 | 0.83 | 8.82 | 39.1–39.3 | Silt | 28.6 | 2.67 | 1.91 | 0.80 | 9.15 | 39.5–39.7 | Silt | 28.8 | 2.68 | 1.88 | 0.93 | 9.15 | 42.7–42.9 | Silt | 28.2 | 2.68 | 1.84 | 0.87 | 8.70 | 43.1–43.3 | Silt | 27.2 | 2.66 | 1.90 | 0.78 | 7.44 | 44.1–44.3 | Silt | 28.6 | 2.67 | 2.04 | 0.68 | 8.25 | 45.5–45.7 | Silt | 30.4 | 2.68 | 1.88 | 0.86 | 9.83 | 48.5–48.7 | Silty clay | 30.2 | 2.69 | 1.91 | 0.83 | 11.59 | 54.9–55.1 | Silty clay | 31.8 | 2.68 | 1.93 | 0.83 | 11.10 | 59.8–60.0 | Silty clay | 29.9 | 2.68 | 2.01 | 0.81 | 12.14 | 69.6–69.8 | Silty clay | 27.5 | 2.68 | 1.90 | 0.80 | 14.26 |
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