Modeling of Loess Soaking Induced Impacts on a Metro Tunnel Using a Water Soaking System in Centrifuge

Table 1

Parameters of model soil.

Natural gravity	Water content	Void ratio	Modulus of compressibility	Cohesive strength	Internal friction angle
15.1 kN/m^3	16.7%	1.16	12.6 MPa	27 kPa	19°