Experimental Study on the Transverse Effective Bending Rigidity of Segmental Lining Structures

Table 3

Input values of HSS parameters.

Soil layer type	Fill	Medium coarse sand	Silty clay	Hard plastic sandy clay	Fully weathered granite	Strongly weathered granite
(kN·m^−3)	19.5	18.9	18.7	19.6	20	21
(kPa)	3000	6200	6000	7500	12000	30000
(kPa)	4000	7500	6200	7500	12000	30000
(kPa)	15000	45200	37200	47000	60000	180000
(kPa)	15	1	19.7	25	32	200
	19	31	15.5	21	26	30
	0	1	0	0	0	0
	0.3	0.26	0.26	0.23	0.23	0.21
	0.5	0.7	0.7	0.5	0.5	0.5
(10^−4)	2.0	3.0	2.0	2.0	2.0	3.2
(kPa)	30000	130600	110000	133000	180000	620000
Rf	0.9	0.9	0.9	0.9	0.9	0.9