Quantitative Reinforcement Analysis of Loess Slope with Anisotropy

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Working condition</td><td class="align_center">Slope angle (°)</td><td class="align_center">Slope height (m)</td><td class="align_center">Additional load (kPa)</td><td class="align_center">FS</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">90</td><td class="align_center">12</td><td class="align_center">0</td><td class="align_center">1.01</td></tr><tr><td class="align_left">2</td><td class="align_center">75</td><td class="align_center">12</td><td class="align_center">50</td><td class="align_center">1.04</td></tr><tr><td class="align_left">3</td><td class="align_center">60</td><td class="align_center">12</td><td class="align_center">80</td><td class="align_center">1.13</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab4

Table 4

Table 4: Quantitative Reinforcement Analysis of Loess Slope with Anisotropy 