Effect of Mortar Constraint Conditions on Pullout Behavior of GFRP Soil Nails

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Matrix (name/characteristics)</td><td class="align_center">Diameter (mm)</td><td class="align_center">Volume fraction (%)</td><td class="align_center">Failure load (kN)</td><td class="align_center">Tensile strength (MPa)</td><td class="align_center">Elastic modulus (GPa)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Polyethylene/thermoplastic</td><td class="align_center">25</td><td class="align_center">68</td><td class="align_center">295</td><td class="align_center">601</td><td class="align_center">39.9</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 1

Table 1: Effect of Mortar Constraint Conditions on Pullout Behavior of GFRP Soil Nails 