Research Article

Deformation Characterisation and Distress Diagnosis of a Metro Shield Tunnel by Adjacent Constructions

Table 1

Monitoring peak value against limitations.

Monitoring typePeak valueLimitations

DisplacementsSettlements (mm)−14.4±20
Translation (mm)−5.2±20
Convergence (mm)16.020
Track displacements (mm)3.25
Y curvature radius (m)19,50015,000
Z curvature radius (m)17,16715,000