Analysis of Soil-Compacting Effect Caused by Shield Tunneling Using Three-Dimensional Elastoplastic Solution of Cylindrical Cavity Expansion

Table 1

Physical and mechanical parameters of soil [14].

, , ,
	OCR	(kPa)	(kPa)		(kPa)
0.625	1	160	4348	2.09	100
1	3	120	4113	1.97	100
2	10	72	3756	1.8	100