Research Article
Simplified Analytical Method for Predicting the Lateral Ground Displacements due to Shield Tunnelling
Figure 6
Comparison between the measured and predicted results of lateral ground displacements at the longitudinal direction of shield advancing, San Francisco tunnel N-2 project: (a) 1.22 m ahead of shield face (b) 2.44 m ahead of the shield face.
(a) |
(b) |