Analysis of the Stability of Reinforced Plastic Waste Treated Clay as Embankment Fill on Soft Soils

<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">Asphalt concrete</td><td class="align_center">EA (kN/m)</td><td class="align_center">EI (kNm<sup>2</sup>/m)</td><td class="align_center">w (kN)</td><td class="align_center">v</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left"> </td><td class="align_center">1,570,000</td><td class="align_center">171,000</td><td class="align_center">1.9</td><td class="align_center">0.15</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Material property of asphalt concrete.</div>

Advances in Civil Engineering

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Table 4

Table 4: Analysis of the Stability of Reinforced Plastic Waste Treated Clay as Embankment Fill on Soft Soils 