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

<div>Relationship between the accumulative plastic strain and vibration numbers under different number of freeze-thaw cycles. (a) <i>σ</i><sub>d</sub> = 200 kPa. (b) <i>σ</i><sub>d</sub> = 300 kPa.</div>

Shock and Vibration

fig4

Figure 4

Figure 4: Critical Dynamic Stress and Accumulative Deformation Evolution of Embankment Silty Clay Subjected to Cyclic Freeze-Thaw 