Pullout Characteristics and Damage Softening Model of the Geogrid-Soil Interface

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left">Specific gravity</td><td class="align_center">Experimental relationship (g/cm<sup>3</sup>)</td><td class="align_center">Maximum dry density (g/cm<sup>3</sup>)</td><td class="align_center">Void ratio</td><td class="align_center">Nonuniform coefficient (<i>C</i><sub>u</sub>)</td><td class="align_center">Curvature coefficient (<i>C</i><sub>c</sub>)</td><td class="align_center">Cohesion (kPa)</td><td class="align_center">Internal friction angle (<sup>o</sup>)</td></tr><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">2.65</td><td class="align_center">1.42</td><td class="align_center">1.83</td><td class="align_center">0.74</td><td class="align_center">5.31</td><td class="align_center">1.42</td><td class="align_center">1</td><td class="align_center">26.5</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The physical and mechanical indexes of soil.</div>

Advances in Materials Science and Engineering

tab2

Table 2

Table 2: Pullout Characteristics and Damage Softening Model of the Geogrid-Soil Interface 