Influences of Urban Viaduct Pier Caps on Uneven Settlement of Roadbed

Table 3

Transverse roadbed settlement for different levels of buried depth of cap H.

Buried depth of cap H (m)	0.2	0.85	1.35	1.85	2.35	2.85
Level of settlement at point A (mm)	8.1	8.5	9.0	10.4	24.5	25.4
Level of settlement at point B (mm)	82.3	84.2	84.6	84.0	91.5	95.7
Settlement fall between point A and B (mm)	74.2	75.7	75.6	73.6	67.0	66.3