Study on Liquefaction Resistance of Pile Group by Shaking Table Test

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_center" colspan="2">Name</td><td class="align_center">Clay</td><td class="align_center">Saturated silty sand</td><td class="align_center">Pebble soil</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left" rowspan="2">Shear wave velocity/m•s<sup>−1</sup></td><td class="align_center">Prototype</td><td class="align_center">136</td><td class="align_center">162</td><td class="align_center">526</td></tr><tr><td class="align_center">Model</td><td class="align_center">138</td><td class="align_center">177</td><td class="align_center">539</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Shear wave velocities of soils.</div>

Advances in Civil Engineering

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Table 2

Table 2: Study on Liquefaction Resistance of Pile Group by Shaking Table Test 