Influences on Antislide Piles Used for Slope Reinforcement: Numerical Simulation Based on the Soil Arching Effect

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Cross-sectional shape</td><td class="align_center">Rectangular</td><td class="align_center"><i>T</i>-shaped</td><td class="align_center">Trapezoidal</td><td class="align_center">Stepped</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Maximum lateral displacement of landslide body (mm)</td><td class="align_center">102.35</td><td class="align_center">65.01</td><td class="align_center">58.96</td><td class="align_center">46.26</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Maximum lateral displacement of a slope reinforced by antislide piles with different cross-sectional shapes.</div>

Mathematical Problems in Engineering

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Table 5

Table 5: Influences on Antislide Piles Used for Slope Reinforcement: Numerical Simulation Based on the Soil Arching Effect 