Comparison of Effects of Using Geosynthetics and Lime Stabilization to Increase Bearing Capacity of Unpaved Road Subgrade

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Properties</td><td class="align_center">Values</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Density (gr/cm<sup>3</sup>)</td><td class="align_center">0.94</td></tr><tr><td class="align_left">Welding size (cm)</td><td class="align_center">40</td></tr><tr><td class="align_left">Cell length (mm)</td><td class="align_center">300</td></tr><tr><td class="align_left">Cell width (mm)</td><td class="align_center">250</td></tr><tr><td class="align_left">Thickness (mm)</td><td class="align_center">2</td></tr><tr><td class="align_left">Cell depth (cm)</td><td class="align_center">20</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 4

Table 4: Comparison of Effects of Using Geosynthetics and Lime Stabilization to Increase Bearing Capacity of Unpaved Road Subgrade 