Seismic Response of a Bridge Pile Foundation during a Shaking Table Test

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Soil layer</td><td class="align_center">Mucky clay</td><td class="align_center">Coarse sand</td><td class="align_center">Gravel</td><td class="align_center">Slightly weathered granite</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Wave velocity</td><td class="align_center">138</td><td class="align_center">212</td><td class="align_center">539</td><td class="align_center">917</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Shear wave velocities of the soil layers (unit: m·s<sup>−1</sup>).</div>

Shock and Vibration

tab3

Table 3

Table 3: Seismic Response of a Bridge Pile Foundation during a Shaking Table Test 