Modeling of Tunnel Concrete Lining under Fire and Explosion Damage

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Cement</td><td class="align_center">Fly ash</td><td class="align_center">Water</td><td class="align_center">Standard sand (IOS)</td><td class="align_center">Aggregate</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">355</td><td class="align_center">85</td><td class="align_center">220</td><td class="align_center">334.5</td><td class="align_center">1138</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>C30 concrete mixed ratio (kg).</div>

Advances in Civil Engineering

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Table 5

Table 5: Modeling of Tunnel Concrete Lining under Fire and Explosion Damage 