Quantitative Evaluation of Ground Movements Caused by Grouting during Shield Tunnelling in Clay

Table 1

Parameters used in the analysis.

E	υ	VL	Ht	Dout	rsg	pg	pum
119.8 MPa	0.3	3.12 m^3/m	34.5 m	6.8 m	3.54 m	173.1 kPa	0.2pg = 34.6 kPa
							0.4pg = 69.2 kPa
							0.6pg = 103.8 kPa
							0.8pg = 138.4 kPa
							1.0pg = 173.1 kPa