Research Article
Seepage Flow Model and Deformation Properties of Coastal Deep Foundation Pit under Tidal Influence
Table 1
Parameters of soil layer.
| Soil name | Bulk modulus/Mp | Shear modulus/Mp | Cohesion/Kpa | Friction/° | Unit weight/KN/m3 | Permeability coefficient cm/s | Soil layer thickness/m |
| Filling soil | 5.24 | 1.9 | 12.0 | 18 | 17.8 | 8.0 × 10−5 | 3 | Mucky soil | 2.16 | 0.89 | 19.6 | 15 | 18.4 | 2.0 × 10−6 | 4 | Silty clay | 19.8 | 10.3 | 20.7 | 25 | 20.2 | 6.0 × 10−6 | 2 | Gravel sand | 38.5 | 26.4 | 32.0 | 28 | 19.8 | 8.0 × 10−2 | 2 | Strongly weathered granite | 41000 | 31000 | 50.0 | 57 | 26.0 | 2.0 × 10−10 | 30 |
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