Shaking Table Test on Seismic Response of Tunnel-Soil Surface Structure System considering Soil-Structure Interaction

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Measuring point</td><td class="align_center" colspan="6">Peak strain (<i>μ</i><i>ε</i>)</td></tr><tr class="thead"><td class="align_center">Tj-1</td><td class="align_center">LWD-1</td><td class="align_center">Taft-1</td><td class="align_center">Tj-3</td><td class="align_center">LWD-3</td><td class="align_center">Taft-3</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">S24</td><td class="align_center">6.90</td><td class="align_center">5.78</td><td class="align_center">5.02</td><td class="align_center">16.47</td><td class="align_center">11.23</td><td class="align_center">12.19</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Peak strain of the deep tunnel at S24 for different cases.</div>

Shock and Vibration

tab6

Table 6

Table 6: Shaking Table Test on Seismic Response of Tunnel-Soil Surface Structure System considering Soil-Structure Interaction 