Strain Accumulation in Soft Marine Clay due to One-Way Cyclic Load with Variable Confining Pressure

<div>Relationships between permanent axial strains at selected cycle numbers and CSR: (a) <i>η</i><sup><i>ampl</i></sup> = 1; (b) <i>η</i><sup><i>ampl</i></sup> = 0.5.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Strain Accumulation in Soft Marine Clay due to One-Way Cyclic Load with Variable Confining Pressure 