Numerical Study on Failure Mechanisms of Shaft Wall Consisting of Steel Plate and Concrete under the Effects of Explosion

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240V84Z"></path></g><g transform="matrix(.013,0,0,-0.013,28.912,0)"><path d="M275 270C275 450 212 609 64 710L45 686C145 604 203 442 203 270S147 -63 45 -147L64 -170C213 -68 275 89 275 270Z"></path></g></svg></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Rock</td><td class="align_center">2.12</td><td class="align_center">10</td><td class="align_center">0.22</td><td class="align_center">35</td></tr><tr><td class="align_left">Concrete</td><td class="align_center">2.50</td><td class="align_center">35</td><td class="align_center">0.19</td><td class="align_center">—</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of related rock and concrete.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Numerical Study on Failure Mechanisms of Shaft Wall Consisting of Steel Plate and Concrete under the Effects of Explosion 