Study on the Generalized Displacement Boundary and Its Analytical Prediction for Ground Movements Induced by Shield Tunneling

Table 2

Cases of underground settlement induced by shield tunneling.

Case no.	(m)	(kPa)		(mm)	Soil	References
1	5.6/4.2	—	—	79.9	Clay	Yi et al. [67]
2	9.0/4.0	—	—	350.1	Clay	Fang and Chen [66]
3	19.0/6.2	—	—	29.2	Clay	Fang et al. [15]; Chen et al. [59]

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