Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Radial pressure <i>σ</i><sub>3</sub> (kPa)</td><td class="align_center">100</td><td class="align_center">200</td><td class="align_center">300</td><td class="align_center">400</td></tr><tr><td class="align_left">Permeability coefficient (cm/s)</td><td class="align_center">7.4 × 10<sup>−4</sup></td><td class="align_center">5.7 × 10<sup>−4</sup></td><td class="align_center">3.6 × 10<sup>−4</sup></td><td class="align_center">1.5 × 10<sup>−4</sup></td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Loess permeability test results.</div>

Advances in Civil Engineering

tab2

Table 2

Table 2: Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment 