Numerical Analysis of the Seismic Response of Tunnel Composite Lining Structures across an Active Fault

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Calculation plan</td><td class="align_center">Lining structure type</td><td class="align_center">Seismic wave</td><td class="align_center">Peak acceleration</td><td class="align_center">Seismic direction</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">1–6</td><td class="align_center">New composite structure (NCS), conventional composite structure (CCS)</td><td class="align_center">Kobe wave</td><td class="align_center">0.4 g, 0.6 g</td><td class="align_center">Laterally, axial</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 4

Table 4: Numerical Analysis of the Seismic Response of Tunnel Composite Lining Structures across an Active Fault 