Buoyancy Force Acting on Underground Structures considering Seepage of Confined Water

Table 1

Engineering properties of the foundation soil.

Engineering properties	Symbol	Unit	Fine sand	Clay
Wet density		kg·m^−3	1960	2010
Dry density		kg·m^−3	1630	1710
Void ratio		-	0.64	0.65
Plasticity index		-	/	8.8
Liquid index		-	/	0.38
Permeability coefficient		m·s^−1	5.35 × 10^−5	7.11 × 10^−7