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

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Filling material</td><td class="align_center">Density (g⋅cm<sup>−3</sup>)</td><td class="align_center">Optimum moisture (%)</td><td class="align_center">Maximum dry density (g⋅cm<sup>−3</sup>)</td><td class="align_center">Liquid limit (%)</td><td class="align_center">Plastic limit (%)</td><td class="align_center">Plasticity index</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Loess</td><td class="align_center">1.62</td><td class="align_center">11.94</td><td class="align_center">1.945</td><td class="align_center">25</td><td class="align_center">17</td><td class="align_center">8.09</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic performance indicators of the test soil.</div>

Advances in Civil Engineering

tab5

Table 5

Table 5: Characteristics of the Interface between Bamboo Grids and Reinforced Soil of High-Filled Embankments in Loess Areas 