Research Article
Study on the Generalized Displacement Boundary and Its Analytical Prediction for Ground Movements Induced by Shield Tunneling
Table 3
Cases of horizontal displacement induced by shield tunneling.
| Case no. | (m) | (kPa) | | (mm) | Soil | References |
| 1 | 10.7/2.47 | 104 | — | 164 | Soft clay | Palmer and Belshaw [50] | 2 | 18.5/2.66 | 3.5 × 104 | — | 81 | Clay | Phienwej [52] | 3 | 19.0/8.5 | 3.5 × 104 | — | 58 | Clay | Deane and Bassett [51] | 4 | 11.848/6.2 | — | — | 110 | Clay | Jiang et al. [67] |
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The value of is obtained by inversion with respect to the maximum surface settlement. |