Influences of Urban Viaduct Pier Caps on Uneven Settlement of Roadbed

Table 6

Transverse 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 A (mm)	24.5	25.2	21.9	21.4	21.0	24.6	24.2
Level of settlement at point B (mm)	91.5	91.8	83.6	80.5	77.9	74.7	69.0
Settlement fall between point A and B (mm)	67.0	66.6	61.7	59.1	56.9	50.1	44.8