Triaxial Shear Behavior of a Gravelly Sand with Different Forms of Reinforcement

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Mesh size (mm)</td><td class="align_center" colspan="2">Rib width (mm)</td><td class="align_center" colspan="2">Tensile strength (kN/m)</td></tr><tr class="thead"><td class="align_center">Cross</td><td class="align_center">Longitudinal</td><td class="align_center">Transverse</td><td class="align_center">Longitudinal</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">20.0 × 20.0</td><td class="align_center">2.0</td><td class="align_center">3.0</td><td class="align_center">15.4</td><td class="align_center">18.6</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Properties of the geogrid used in the tests.</div>

Advances in Civil Engineering

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Table 1

Table 1: Triaxial Shear Behavior of a Gravelly Sand with Different Forms of Reinforcement 