Research Article

Study of Deformation Behaviors and Mechanical Properties of Central Diaphragm in a Large-Span Loess Tunnel by the Upper Bench CD Method

Table 4

Relative errors for horizontal deformation of central diaphragm.

Section pile numberLocation of measuring pointsModel calculation value (mm)Field monitoring value (mm)Relative error

YK11 + 931Arch waist33.528.019.6
Maximum excavation line position12.310.023.0

YK11 + 928Arch waist8.47.020.0
Maximum excavation line position4.66.023.3