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

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Antislide pile parameters</td><td class="align_center">Pile length (m)</td><td class="align_center">Free section length (m)</td><td class="align_center">Embedding depth (m)</td><td class="align_center">Pile spacing (m)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Size</td><td class="align_center">3.5</td><td class="align_center">2.5</td><td class="align_center">1</td><td class="align_center">1.5</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Design dimensions of antislide piles used in the model.</div>

Mathematical Problems in Engineering

tab6

Table 6

Table 6: Influences on Antislide Piles Used for Slope Reinforcement: Numerical Simulation Based on the Soil Arching Effect 