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

<div>Comparisons of dynamic response of pile with LCAM and LCA models. (a) <i>T</i> = −0.2°C. (b) <i>T</i> = −0.5°C.</div>

Shock and Vibration

Figure 5: Vertically Dynamic Response of an End-Bearing Pile Embedded in a Frozen Saturated Porous Medium under Impact Loading 