Load Characteristics of Tunnel Lining in Flooded Loess Strata considering Loess Structure

Table 1

Model parameters of the structural Duncan-Chang constitutive model.

Parameter	K	n	Rsf	Cs (kPa)	(°)	Kb	m	Kur
Value	0.6286	0.0777	0.818	7.82	13.0	70	0.0861	1.5715