Influence of Seismic Loading on Segment Opening of a Shield Tunnel

Table 1

Physicomechanical parameters of the soil.

Geotechnical name	Density (kg/m^3)	Consolidated quick shear		Compression modulus (MPa)	Deformation modulus 𝐸0 (MPa)	Lateral pressure coefficient	Poisson ratio	Thickness of the soil (m)
		Cohesion (Pa)	Internal friction angle (°)
Artificial filled Soil	1.90×10^3	10.0×10^3	18.0	4.7	10	0.49	0.33	1.5
Silty clay	1.99×10^3	19.2×10^3	15.2	5.86	12	0.43	0.30	4.5
Mud fine sand	2.00×10^3	5.0×10^3	25.0	5.93	18	0.39	0.28	1.9
Mud medium fine sand	2.01×10^3	0.0	30.0	6.52	20	0.35	0.26	5.2
Mud fine sand	1.90×10^3	4.0×10^3	29.6	6.89	20	0.39	0.28	10.7
Mud medium coarse sand	1.98×10^3	0.0	32.0	7.40	25	0.35	0.26	10.2
Mud sand gravel	1.90×10^3	—	36.0	8.14	30	0.30	0.23	4.8
Strong weathered tuff	2.00×10^3	—	—	—	120	—	—	21.2