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="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Thermal expansion coefficient (1/°C)</td><td class="align_center">Swelling force (kPa)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">0</td><td class="align_center">0</td></tr><tr><td class="align_left">8.51 × 10<sup>–4</sup></td><td class="align_center">9.92</td></tr><tr><td class="align_left">1.29 × 10<sup>–3</sup></td><td class="align_center">15.06</td></tr><tr><td class="align_left">1.71 × 10<sup>–3</sup></td><td class="align_center">19.96</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Relationship between thermal expansion coefficient and swelling force in software.</div>

Advances in Materials Science and Engineering

tab3

Table 3

Table 3: 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 3 | Analysis of the Pile-Soil Combined Effect of Micropiles in Strengthening Expansive Soil Landslide in Southern Shaanxi Based on the Dynamic Soil Arch Model 