Linear Control Method for Arch Ring of Oblique-Stayed Buckle Cantilever Pouring Reinforced Concrete Arch Bridge

Table 1

Deviation between the measured deformation value and the target deformation value (measured deformation minus target deformation) (mm).

Arch segment	2#	3#	4#	5#	6#	7#	8#	9#	10#
Deformation difference during concrete pouring	−16.3	−14.2	−13.4	−15.3	−17.1	−14.4	−13.1	−12.6	−15.4
Deformation difference of buckle cable and anchor cable when tensioned	−2.9	−2.4	1.7	2.5	3.1	−2.7	1.9	−2.2	1.8