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]

The value of is obtained by inversion with respect to the maximum surface settlement.