Research Article
Embankment Filling Loads on an Assembled Concrete Culvert beneath High Embankment
Table 3
Relationship between filling height and ai, bi.
| | a1 = -0.0015h - 0.0033 |
| | b1 = 0.0035 h + 0.0058 |
| | a2 = 0.0064 h + 0.0109 |
| | b2 = -0.0053 h - 0.0086 |
| | a3= -0.0119 h - 0.0187 |
| | b3 = 0.0231 h + 0.0373 |
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