Deformation Characteristics of Soft Marine Soil Tested under Cyclic Loading with Low Frequency

<div>Stress-strain curve and evolution of the pore pressure ratio under different confining stresses (trapezoidal wave, <i>η</i> = 0.6, and <i>T</i> = 60 min). (a) Stress-strain curve. (b) Evolution of the pore pressure ratio.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Deformation Characteristics of Soft Marine Soil Tested under Cyclic Loading with Low Frequency 