Research Article

Buoyancy Force Acting on Underground Structures considering Seepage of Confined Water

Table 5

Material parameters used in FEM simulation.

Engineering propertiesSymbolUnitFine sandClay

Saturated gravitykN/m319.620.1
Young’s modulusEMPa2540
Void ratio0.30.25
Permeability coefficientm·s−15.35 × 10−57.11 × 10−7