Empirical Method for Evaluating Resilient Modulus of Saturated Silty Clay under Cyclic Loading

Table 1

Physical and mechanical properties of the saturated silty clay.

ρ (g/cm^3)	(%)	(%)	(%)	(%)	α (MPa^−1)	c (kPa)	φ (°)
2.1	33.0	22.0	35.4	97.0	0.37	9.2	30.0

Note: ρ = density;  = water content;  = plastic limit;  = liquid limit;  = degree of saturation; α = compressional factor; c = effective cohesion; φ = effective internal friction angle.