Study on Settlement Influence of Newly Excavated Tunnel Undercrossing Large Diameter Pipeline

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Grouting schemes</td><td class="align_center">Reinforcement range (m)</td><td class="align_center">Maximum settlement of pipeline (mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">0.5</td><td class="align_center">35.3</td></tr><tr><td class="align_left">2</td><td class="align_center">1.5</td><td class="align_center">29.6</td></tr><tr><td class="align_left">3</td><td class="align_center">2.5</td><td class="align_center">28.5</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison of simulation results of construction schemes.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Study on Settlement Influence of Newly Excavated Tunnel Undercrossing Large Diameter Pipeline 