Embankment Filling Loads on an Assembled Concrete Culvert beneath High Embankment

Table 5

Relationship between filling height and A_i, B_i (h>5).

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A₁ = 0.004h + 0.0284

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B₁ = 0.0135h + 0.0019

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A₂ = -0.010h - 0.0105

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B₂ = 0.0398h + 0.0856

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