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

Table 4

The percentage increase of the initial compressive modulus and initial shear modulus of compacted loess when the dry density is 1.62 g/cm³ compared to 1.44 g/cm³ at different deviator stress ratios.

Deviator stress ratio	Dynamic modulus
	Relative increase percentage of (%)	Relative increase percentage of (%)
η = 0	82.8	32.9
η = 0.2	37.5	10.2
η = 0.4	31.6	58.0