Study on Seismic Response Characteristics of Shield Tunnel in Soil-Rock Combination Stratum

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">Unit weight <i>γ</i> (kN·m<sup>−3</sup>)</td><td class="align_center">Modulus of elasticity <i>E</i>/(MPa)</td><td class="align_center">Cohesion <i>c</i>/(kPa)</td><td class="align_center">Internal friction angle <i>φ</i> (°)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Silty clay</td><td class="align_center">17.9</td><td class="align_center">0.6</td><td class="align_center">30.2</td><td class="align_center">17.8</td></tr><tr><td class="align_left">Surrounding rocks</td><td class="align_center">21.2</td><td class="align_center">200</td><td class="align_center">217</td><td class="align_center">35</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Similar physical parameters of the foundation material model.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Study on Seismic Response Characteristics of Shield Tunnel in Soil-Rock Combination Stratum 