Underwater Shaking-Table Investigation of Complex Deep-Water Pile-Cap Foundation for Xihoumen Rail-cum-Road Bridge

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Loading wave</td><td class="align_center">B1-S21</td><td class="align_center">B2-S22</td><td class="align_center">B5-S23</td><td class="align_center">B6-S24</td><td class="align_center">B7-S25</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Artificial wave 1</td><td class="align_center">148.2</td><td class="align_center">141.9</td><td class="align_center">119.6</td><td class="align_center">114.6</td><td class="align_center">107.5</td></tr><tr><td class="align_left">Artificial wave 2</td><td class="align_center">145.7</td><td class="align_center">140.7</td><td class="align_center">116.3</td><td class="align_center">110.1</td><td class="align_center">106.3</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum strain of piles under <i>Y</i>-direction excitation (<i>με</i>).</div>

Shock and Vibration

tab5

Table 5

Table 5: Underwater Shaking-Table Investigation of Complex Deep-Water Pile-Cap Foundation for Xihoumen Rail-cum-Road Bridge 