Research Article
In Situ Monitoring of the Long-Term Settlement of High-Fill Subgrade
Table 1
Physical and mechanical parameters of subsoil.
| | Soil type | Thickness (m) | Moisture content (%) | Gravity (kN.m3) | Void ratio | Compression coefficient (MPa−1) | Compression modulus (MPa) | Bearing capacity eigenvalues (kPa) |
| | Loess | 10.4 | 8.5 | 14.1 | 0.96 | 0.21 | 6.2 | 150 | | Loess | 4.8 | 16.5 | 14.9 | 0.89 | 0.23 | 7.6 | 180 | | Pebble | 3.3 | 21 | 24.8 | 1.15 | — | — | 400 | | Mudstone | — | — | 25.3 | — | — | — | 600 |
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