Research Article
Ground Settlements due to Construction of Triplet Tunnels with Different Construction Arrangements
Figure 7
(a) Twin tunnels (u = 0.55D) in skewed configuration (dimensions in cm). (b) Settlement trough of skewed twin tunnels (u = 0.55D). (c) Displacement contours of skewed twin tunnels (top constructed first). (d) Displacement contours of skewed twin tunnels (bottom constructed first).
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