Research Article
Analysis of Load Transfer Law of Short Pile-Net Composite Foundation for High-Speed Railway
Table 3
Soil deformation indices.
| | Soil layer | Coefficient of compressibility a1-2 (MPa−1) | Modulus of compressibility Es (MPa) | Compression index Cc | Rebound index Cs | Preconsolidation pressure Pc (kPa) | | Mean | Coefficient of variation | Mean | Coefficient of variation | Mean | Coefficient of variation | Mean | Coefficient of variation | Mean | Coefficient of variation |
| | (2)1 | 0.24 | 0.22 | 7.42 | 0.22 | 0.176 | — | 0.005 | — | 436.54 | — | | (4)1 | 0.24 | 0.13 | 7.19 | 0.11 | 0.188 | — | 0.007 | — | 434.95 | — |
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