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

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left" rowspan="2">Measurement range</td><td class="align_center" rowspan="2">Accuracy</td><td class="align_center" rowspan="2">IP level</td><td class="align_center" rowspan="2">Power supply mode</td><td class="align_center" colspan="2">Work environment</td></tr><tr class="thead"><td class="align_center">Temperature</td><td class="align_center">Humidity</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">0%–100%</td><td class="align_center">±3</td><td class="align_center">IP 68</td><td class="align_center">DC5∼24 V</td><td class="align_center">−50°∼80°</td><td class="align_center">0%–100%</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Specifications of moisture content sensors.</div>

Advances in Civil Engineering

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Table 5

Table 5: Experimental and Numerical Analysis Study on Loess-Lime Structures Used for Lateral Antiseepage in Deep Collapsible Ground Embankment 