Freezing Temperature Field of FSPR under Different Pipe Configurations: A Case Study in Gongbei Tunnel, China

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Diameter</td><td class="align_center">Prototype (mm)</td><td class="align_center">Model (mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Jacking pipe</td><td class="align_center">1600</td><td class="align_center">160</td></tr><tr><td class="align_left">Freezing tube</td><td class="align_center">80</td><td class="align_center">8</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Diameters of jacking pipe and freezing tube.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Freezing Temperature Field of FSPR under Different Pipe Configurations: A Case Study in Gongbei Tunnel, China 