Numerical Simulation of Flood Control Levee Deformation by Shield Tunnel Excavation through the Liuyang River: A Case Study

Table 2

Material parameter setting table.

Parameter name	1-1	1-2	1-6	1-7	1-8	1-11	2-1	2-6	7-2
ρ(kg/m^3)	2010	1700	2100	2020	2030	2180	1970	2070	2430
(Pa)
	0.3	0.35	0.35	0.37	0.38	0.25	0.26	0.24	0.3
	0.2	0.2	0.1	0.1	0.02	0.3	0.1	0.15	0.2
(m^2)
(Pa)
φ(°)	24	10	15	21	24	25	18	28	30