Impact Pseudostatic Load Equivalent Model and the Maximum Internal Force Solution for Underground Structure of Tunnel Lining

<table class="table-group" id="tab11"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Dry density (g/cm<sup>3</sup>)</td><td class="align_center">Shear modulus (MPa)</td><td class="align_center">Cohesion (kPa)</td><td class="align_center">Internal friction angle</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">1.45</td><td class="align_center">0.292</td><td class="align_center">28</td><td class="align_center">29.8°</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Mathematical Problems in Engineering

tab11

Table 11

Table 11: Impact Pseudostatic Load Equivalent Model and the Maximum Internal Force Solution for Underground Structure of Tunnel Lining 