Critical Dynamic Stress and Accumulative Deformation Evolution of Embankment Silty Clay Subjected to Cyclic Freeze-Thaw

<div>Relationship between the accumulative plastic strain and (N)<sub>cyc</sub>. (a) <i>σ</i><sub>d</sub> = 200 kPa. (b) <i>σ</i><sub>d</sub> = 300 kPa.</div>

Shock and Vibration

fig5

Figure 5

Figure 5: Critical Dynamic Stress and Accumulative Deformation Evolution of Embankment Silty Clay Subjected to Cyclic Freeze-Thaw 