Vertically Dynamic Response of an End-Bearing Pile Embedded in a Frozen Saturated Porous Medium under Impact Loading

<div>Effects of temperature on nondimensional axial displacement at pile head subjected to a rectangle loading pulse. (a) <i>θ</i> = 10. (b) <i>θ</i> = 30. (c) <i>θ</i> = 50. (d) Effect of temperature on maximum displacement.</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Vertically Dynamic Response of an End-Bearing Pile Embedded in a Frozen Saturated Porous Medium under Impact Loading 