Shaking Table Test and Numerical Verification for Free Ground Seismic Response of Saturated Soft Soil

<table class="fixed-width table-group" id="tab7"><tr><td><table class="table"><colgroup><col style="width:8.92em"/><col style="width:12.64em"/><col style="width:8.25em"/></colgroup><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Shaking table cases</td><td class="align_center">Characteristic frequency/Hz</td><td class="align_center">Damping ratio/%</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">WN1</td><td class="align_center">8.85</td><td class="align_center">3.6</td></tr><tr><td class="align_left">WN2</td><td class="align_center">8.65</td><td class="align_center">4.3</td></tr><tr><td class="align_left">WN3</td><td class="align_center">8.16</td><td class="align_center">5.7</td></tr><tr><td class="align_left">WN4</td><td class="align_center">7.53</td><td class="align_center">6.5</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Characteristic frequency and damping ratios of model system.</div>

Mathematical Problems in Engineering

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Table 7

Table 7: Shaking Table Test and Numerical Verification for Free Ground Seismic Response of Saturated Soft Soil 