Experimental Study on the Dynamic Modulus and Damping Ratio of Compacted Loess under Circular Dynamic Stress Paths

Table 5

The percentage increase of initial compressive modulus and initial shear modulus of compacted loess with different dry density when deviator stress ratio η = 0.4 compared to η = 0.

Dry density	Dynamic modulus
	Relative increase percentage of (%)	Relative increase percentage of (%)
= 1.62 g/cm^3	31.6	43.1
= 1.52 g/cm^3	87.8	67.1
= 1.44 g/cm^3	82.8	20.4