Research Article
Pile-Soil Stress Ratio and Settlement of Composite Foundation Bidirectionally Reinforced by Piles and Geosynthetics under Embankment Load
Table 1
The parameters for calculation.
| | Station | Type of soils | Depth, Hs (m) | Deformation modulus, Es (MPa) | Grid tension, T (kN/m) | T2 − 4Dks |
| | DK10 + 320 | Soft soil | 7.0 | 3.1 | 60.3 | <0 | | DK10 + 336 | Soft soil | 10.6 | 3.1 | 82.7 | <0 |
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