Analytical Solution of Three-Dimensional Heaving Displacement of Ground Surface during Tunnel Freezing Construction Based on Stochastic Medium Theory

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Parameters</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Tunnel radius <i>R</i></td><td class="align_center">2.25 m</td></tr><tr><td class="align_left">The depth from tunnel center to ground surface <i>h</i></td><td class="align_center">13.0 m</td></tr><tr><td class="align_left">Radius of freeze pipe <i>r</i><sub><i>0</i></sub></td><td class="align_center">0.054 m</td></tr><tr><td class="align_left">Radius of freeze pipes circle <i>Rd</i></td><td class="align_center">3.25 m</td></tr><tr><td class="align_left">Spacing between freeze pipes <i>l</i></td><td class="align_center">0.680 m</td></tr><tr><td class="align_left">Number of freeze pipes <i>n</i></td><td class="align_center">8</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab1

Table 1

Table 1: Analytical Solution of Three-Dimensional Heaving Displacement of Ground Surface during Tunnel Freezing Construction Based on Stochastic Medium Theory 

Table 1 | Analytical Solution of Three-Dimensional Heaving Displacement of Ground Surface during Tunnel Freezing Construction Based on Stochastic Medium Theory 