Dynamic Characteristics of the Surrounding Soil during the Vibrational Pulling Process of a Pile Based on DEM

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Power (kW)</td><td class="align_center">Eccentric moment (N∗m)</td><td class="align_center">Exciting force (kN)</td><td class="align_center">Amplitude (mm)</td><td class="align_center">Low frequency (Hz)</td><td class="align_center">Intermediate frequency (Hz)</td><td class="align_center">High frequency (Hz)</td></tr><tr><td class="align_left">400</td><td class="align_center">4766</td><td class="align_center">0–3184</td><td class="align_center">0–18.2</td><td class="align_center">0–15</td><td class="align_center">15–25</td><td class="align_center">25–50</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of the DZJ-400 vibration hammer.</div>

Shock and Vibration

tab2

Table 2

Table 2: Dynamic Characteristics of the Surrounding Soil during the Vibrational Pulling Process of a Pile Based on DEM 