Influence of Stone Shape Factor on the Pull-Out Resistance of Geogrid in the Soil-Rock Mixture

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Filler type</td><td class="align_center">The thickness of the soil-rock mixture</td><td class="align_center">1</td><td class="align_center">2</td><td class="align_center">3</td><td class="align_center">4</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left" rowspan="2">Clay</td><td class="align_center">Monolayer 10 cm</td><td class="align_center">8</td><td class="align_center">8</td><td class="align_center">6</td><td class="align_center">6</td></tr><tr><td class="align_center">Double-layer 20 cm</td><td class="align_center">12</td><td class="align_center">11</td><td class="align_center">11</td><td class="align_center">6</td></tr><tr><td class="align_left" colspan="6"><hr/></td></tr><tr><td class="align_left" rowspan="2">Sand</td><td class="align_center">Monolayer 10 cm</td><td class="align_center">10</td><td class="align_center">10</td><td class="align_center">9</td><td class="align_center">11</td></tr><tr><td class="align_center">Double-layer 20 cm</td><td class="align_center">15</td><td class="align_center">14</td><td class="align_center">9</td><td class="align_center">12</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Top plate inclination angle of pull test (°).</div>

Advances in Materials Science and Engineering

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Table 5

Table 5: Influence of Stone Shape Factor on the Pull-Out Resistance of Geogrid in the Soil-Rock Mixture 