Deformation and Damping Characteristics of Lightweight Clay-EPS Soil under Cyclic Loading

Table 1

Geotechnical properties of clay.

Unit weight γ (kN·m^−3)	Water content ω (%)	Void ratio e	Specific gravity Gs	Degree of saturation Sr (%)	Plastic imit ωP (%)	Liquid limit ωL (%)	Plastic index IP	Liquid index IL
16.4	62.3	1.70	2.73	100	27.3	47.5	20.2	1.73