Embankment Filling Loads on an Assembled Concrete Culvert beneath High Embankment

Table 4

Vertical pressure coefficient on slab.

h/m	A1	B1	A2	B2
1	0.0061	0.0098	-0.0067	0.0330
2	0.0072	0.0318	-0.0056	0.0560
3	0.0256	0.0437	-0.0200	0.1350
4	0.0400	0.0533	-0.0422	0.2190
5	0.0522	0.0747	-0.0700	0.3150
6	0.0567	0.0800	-0.0767	0.3410
7	0.0517	0.0965	-0.0733	0.3430