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

<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">Reinforcement material</td><td class="align_center">Tension strength-parallel (MPa)</td><td class="align_center">Compression strength-parallel (MPa)</td><td class="align_center">Shear strength-parallel (MPa)</td><td class="align_center">Bending strength (MPa)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Bamboo grids</td><td class="align_center">191.714</td><td class="align_center">74.58</td><td class="align_center">12.05</td><td class="align_center">120.82</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic performance indicators of bamboo.</div>

Advances in Civil Engineering

tab1

Table 1

Table 1: Characteristics of the Interface between Bamboo Grids and Reinforced Soil of High-Filled Embankments in Loess Areas 