Experimental Study on Strengthening Root-Soil Composite with Different Root Contents by Using MICP

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Specific gravity (<i>G</i><sub>s</sub>)</td><td class="align_center">Plastic limit (<i>ω</i><sub>L</sub>/%)</td><td class="align_center">Liquid limit (<i>ω</i><sub>P</sub>/%)</td><td class="align_center">Plasticity index (<i>I</i><sub>P</sub>)</td><td class="align_center">Natural density (<i>ρ</i>/g·cm<sup>−3</sup>)</td><td class="align_center">Natural moisture content (<i>ω</i>/%)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">2.56</td><td class="align_center">33.2</td><td class="align_center">19.2</td><td class="align_center">14</td><td class="align_center">1.9</td><td class="align_center">20</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic physical properties of soil.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Experimental Study on Strengthening Root-Soil Composite with Different Root Contents by Using MICP 