Research Article
Iterative Method for Predicting Uneven Bridge Approach Settlement (BAS) Caused by Vehicle Loads
Table 1
Thickness and Young’s modulus of each layer in road model.
| | Pavement and subbase | Subgrade | Subsoil | | Thickness h1 (m) | Young’s modulus E1 (kPa) | Thickness h2 (m) | Young’s modulus E1 (kPa) | Thickness h3 (m) | Young’s modulus E1 (kPa) |
| | 0.4 | 35000 | 0.7 | 30000 | 10 | 3000 |
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