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

<div>Scatter plot of the dynamic compression damping ratio and dynamic shear damping ratio of compacted loess with different dry densities under the circular stress path (<i>η</i> = 0.4). (a) Dynamic compression damping ratio. (b) Dynamic shear damping ratio.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Experimental Study on the Dynamic Modulus and Damping Ratio of Compacted Loess under Circular Dynamic Stress Paths 