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 in the time domain, under rectangle and triangle loading pulses, between the present solution and other solutions. (a) <i>θ</i> = 50. (b) <i>θ</i> = 30. (c) <i>θ</i> = 10.</div>

Shock and Vibration

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Figure 4

Figure 4: Vertically Dynamic Response of an End-Bearing Pile Embedded in a Frozen Saturated Porous Medium under Impact Loading 