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

<div>Relationships between the increment of permanent axial strain at <i>N</i> = 1000 versus the increment of amplitude of cyclic confining pressure.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Strain Accumulation in Soft Marine Clay due to One-Way Cyclic Load with Variable Confining Pressure 