Research Article
Influences of Urban Viaduct Pier Caps on Uneven Settlement of Roadbed
Table 7
Longitudinal roadbed settlement for different values of relative stiffness.
| | Relative stiffness | 10.5 | 6.3 | 3.15 | 2.1 | 1.58 | 1.26 | 1.05 | | Level of settlement at point C (mm) | 39.5 | 41.2 | 33.5 | 32.2 | 31.1 | 32.1 | 31.3 | | Level of settlement at point D (mm) | 73.3 | 74.8 | 58.6 | 52.7 | 50.4 | 48.7 | 45.9 | | Settlement fall between point C and D (mm) | 33.8 | 33.6 | 25.1 | 20.5 | 19.3 | 16.6 | 14.6 |
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