Freezing Damage Control of Railway Subgrade Miniature Shields in Cold Climatic Regions: Construction Technology Optimization via Numerical Simulation

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Segment material</td><td class="align_center">Construction order</td><td class="align_center">Construction condition</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Steel pipe</td><td class="align_center">From the sides to the middle</td><td class="align_center">Condition 1</td></tr><tr><td class="align_left">Steel pipe</td><td class="align_center">From the middle to the sides</td><td class="align_center">Condition 2</td></tr><tr><td class="align_left">PE tube</td><td class="align_center">From the sides to the middle</td><td class="align_center">Condition 3</td></tr><tr><td class="align_left">PE tube</td><td class="align_center">From the middle to the sides</td><td class="align_center">Condition 4</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Construction conditions of different lateral directions and different directions.</div>

Advances in Civil Engineering

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Table 4

Table 4: Freezing Damage Control of Railway Subgrade Miniature Shields in Cold Climatic Regions: Construction Technology Optimization via Numerical Simulation 

Table 4 | Freezing Damage Control of Railway Subgrade Miniature Shields in Cold Climatic Regions: Construction Technology Optimization via Numerical Simulation 