Analysis of Structural Response of Subway Shield Tunnel Lining under the Influence of Cavities

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Working condition</td><td class="align_center">Cavity angle (°)</td><td class="align_center">Cavity depth (m)</td><td class="align_center">Position of cavity</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">10</td><td class="align_center">0.4</td><td class="align_center" rowspan="4">Vault</td></tr><tr><td class="align_left">2</td><td class="align_center">20</td><td class="align_center">0.4</td></tr><tr><td class="align_left">3</td><td class="align_center">30</td><td class="align_center">0.4</td></tr><tr><td class="align_left">4</td><td class="align_center">40</td><td class="align_center">0.4</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Numerical simulation conditions of different angle cavities.</div>

Advances in Civil Engineering

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Table 4

Table 4: Analysis of Structural Response of Subway Shield Tunnel Lining under the Influence of Cavities 