Influences of Urban Viaduct Pier Caps on Uneven Settlement of Roadbed

Table 5

Longitudinal roadbed settlement for different buried depths of cap.

Buried depth H (m)	0.2	0.85	1.35	1.85	2.35	2.85
Level of settlement at point C (mm)	7.4	8.4	9.8	16.9	39.5	39.3
Level of settlement at point D (mm)	55.9	57.6	55.1	55.1	73.3	72.5
Settlement fall between point C and D (mm)	48.5	49.2	45.3	38.2	33.8	33.2