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

<table class="table-group" id="tab4"><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">1950</td><td class="align_center">1830</td><td class="align_center">1650</td><td class="align_center">1510</td></tr><tr><td class="align_center">Double-layer 20 cm</td><td class="align_center">2720</td><td class="align_center">1720</td><td class="align_center">1800</td><td class="align_center">1490</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">1580</td><td class="align_center">1450</td><td class="align_center">1140</td><td class="align_center">1300</td></tr><tr><td class="align_center">Double-layer 20 cm</td><td class="align_center">1420</td><td class="align_center">1340</td><td class="align_center">1320</td><td class="align_center">1390</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Tensile force representative value (<i>N</i>) of pull-out test.</div>

Advances in Materials Science and Engineering

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Table 4

Table 4: Influence of Stone Shape Factor on the Pull-Out Resistance of Geogrid in the Soil-Rock Mixture 