Optimal Analysis of Tunnel Construction Methods through Cross Passage from Subway Shaft

<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">Method</td><td class="align_center" colspan="2">Method 1</td><td class="align_center" colspan="2">Method 2</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Stress</td><td class="align_center">Maximum principal stress</td><td class="align_center">Ultimate shear stress</td><td class="align_center">Maximum principal stress</td><td class="align_center">Ultimate shear stress</td></tr><tr><td class="align_left">Absolute value</td><td class="align_center">10,216.00</td><td class="align_center">10,618.21</td><td class="align_center">8,746.61</td><td class="align_center">8,539.54</td></tr><tr><td class="align_left">Position</td><td class="align_center" colspan="4">The shaft wall near the arch of the horsehead</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum stress of shaft (unit: kPa).</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Optimal Analysis of Tunnel Construction Methods through Cross Passage from Subway Shaft 