Characteristics of the Interface between Bamboo Grids and Reinforced Soil of High-Filled Embankments in Loess Areas

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Geosynthetic</td><td class="align_center" rowspan="2">Mesh size (mm)</td><td class="align_center" colspan="2">Longitudinal and transverse ribs’ size (mm)</td><td class="align_center" colspan="2">Ultimate tensile strength (MPa)</td><td class="align_center" colspan="2">Ultimate elongation (%)</td></tr><tr class="thead"><td class="align_center">Transverse</td><td class="align_center">Longitudinal</td><td class="align_center">Transverse</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="8"><hr/></td></tr><tr><td class="align_left">Plastic geogrid</td><td class="align_center">50 × 50</td><td class="align_center">50</td><td class="align_center">50</td><td class="align_center">20</td><td class="align_center">20</td><td class="align_center">13</td><td class="align_center">15</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic performance indicators of the biaxial geogrid.</div>

Advances in Civil Engineering

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Table 3

Table 3: Characteristics of the Interface between Bamboo Grids and Reinforced Soil of High-Filled Embankments in Loess Areas 