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

Figure 8

Curves of the dynamic compression modulus and dynamic shear modulus of compacted loess with different dry densities under a circular dynamic stress path (p = 50 kPa). (a) Dynamic compression modulus curve (η = 0). (b) Dynamic shear modulus curve (η = 0). (c) Dynamic compression modulus curve (η = 0.2). (d) Dynamic shear modulus curve (η = 0.2). (e) Dynamic compression modulus curve (η = 0.4). (f) Dynamic shear modulus curve (η = 0.4).

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