Analysis of the Pile-Soil Combined Effect of Micropiles in Strengthening Expansive Soil Landslide in Southern Shaanxi Based on the Dynamic Soil Arch Model

<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">Calculation method</td><td class="align_center">Influence range of pile front under normal working condition</td><td class="align_center">Influence range of pile front under rainfall condition</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">Numeral calculation</td><td class="align_center">0.4∼0.6 m</td><td class="align_center">0.2∼0.3 m</td></tr><tr><td class="align_left">Theoretical calculation</td><td class="align_center">0.477 m</td><td class="align_center">0.243 m</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Comparison between theoretical and simulated values of the combined effect range of pile and soil.</div>

Advances in Materials Science and Engineering

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Table 4

Table 4: Analysis of the Pile-Soil Combined Effect of Micropiles in Strengthening Expansive Soil Landslide in Southern Shaanxi Based on the Dynamic Soil Arch Model 

Table 4 | Analysis of the Pile-Soil Combined Effect of Micropiles in Strengthening Expansive Soil Landslide in Southern Shaanxi Based on the Dynamic Soil Arch Model 